1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6579 *********************************************************************** DH6579 DESIGNATION - 36 PLU 13.94 DH6579 PID - DH6579 DH6579 STATE/COUNTY- CA/PLUMAS DH6579 USGS QUAD - CHESTER (1995) DH6579 DH6579 *CURRENT SURVEY CONTROL DH6579 ___________________________________________________________________ DH6579* NAD 83(1998)- 40 18 20.96859(N) 121 08 35.38396(W) ADJUSTED DH6579* NAVD 88 - 1489.2 (meters) 4886. (feet) GPS OBS DH6579 ___________________________________________________________________ DH6579 EPOCH DATE - 2004.69 DH6579 X - -2,519,655.167 (meters) COMP DH6579 Y - -4,169,774.786 (meters) COMP DH6579 Z - 4,104,888.597 (meters) COMP DH6579 LAPLACE CORR- 5.83 (seconds) DEFLEC99 DH6579 ELLIP HEIGHT- 1465.60 (meters) (09/28/05) GPS OBS DH6579 GEOID HEIGHT- -23.44 (meters) GEOID03 DH6579 DH6579 HORZ ORDER - B DH6579 ELLP ORDER - FOURTH CLASS I DH6579 DH6579.The horizontal coordinates were established by GPS observations DH6579.and adjusted by the National Geodetic Survey in September 2005. DH6579.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6579.DATUM ITEM on the data sheet items page. DH6579.The horizontal coordinates are valid at the epoch date displayed above. DH6579.The epoch date for horizontal control is a decimal equivalence DH6579.of Year/Month/Day. DH6579 DH6579.The orthometric height was determined by GPS observations and a DH6579.high-resolution geoid model. DH6579 DH6579.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6579 DH6579.The Laplace correction was computed from DEFLEC99 derived deflections. DH6579 DH6579.The ellipsoidal height was determined by GPS observations DH6579.and is referenced to NAD 83. DH6579 DH6579.The geoid height was determined by GEOID03. DH6579 DH6579; North East Units Scale Factor Converg. DH6579;SPC CA 1 - 608,339.668 2,072,835.472 MT 0.99993702 +0 33 37.0 DH6579;SPC CA 1 - 1,995,861.06 6,800,627.71 sFT 0.99993702 +0 33 37.0 DH6579;UTM 10 - 4,463,355.944 657,794.324 MT 0.99990651 +1 12 05.0 DH6579 DH6579! - Elev Factor x Scale Factor = Combined Factor DH6579!SPC CA 1 - 0.99977014 x 0.99993702 = 0.99970717 DH6579!UTM 10 - 0.99977014 x 0.99990651 = 0.99967667 DH6579 DH6579 SUPERSEDED SURVEY CONTROL DH6579 DH6579.No superseded survey control is available for this station. DH6579 DH6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK5779463356(NAD 83) DH6579_MARKER: DD = SURVEY DISK DH6579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6579_STAMPING: 36 PLU 13.94 2004 DH6579_MARK LOGO: CSRC DH6579_PROJECTION: FLUSH DH6579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6579+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004 DH6579_ROD/PIPE-DEPTH: 9.5 meters DH6579 DH6579 HISTORY - Date Condition Report By DH6579 HISTORY - 20040808 MONUMENTED CADT DH6579 DH6579 STATION DESCRIPTION DH6579 DH6579'DESCRIBED BY CALTRANS 2004 (JRL) DH6579'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN PLUMAS COUNTY AT DH6579'POSTMILE 13.94 ABOUT 7 KM EAST OF CHESTER, 12 KM WEST OF WESTWOOD, DH6579'AND 16 KM NORTH NORTHWEST OF CANYONDAM. TO REACH THE STATION FROM DH6579'THE INTERSECTION OF HIGHWAY 89 AND HIGHWAY 36 WEST OF CHESTER GO DH6579'EASTERLY ON HIGHWAY 36 1.86 KM TO THE PLUMAS COUNTY AIRPORT. DH6579'CONTINUE EASTERLY ON HIGHWAY 36 2.42 KM TO FIRST AVENUE IN CHESTER. DH6579'CONTINUE EASTERLY ON HIGHWAY 36 6.19 KM TO THE ENTRANCE OF THE DH6579'ALMANOR SAFETY REST AREA. CONTINUE EASTERLY ON HIGHWAY 36 1.83 KM TO DH6579'BIG SPRINGS ROAD (PLUMAS COUNTY ROAD A-13). TURN LEFT AND GO NORTH DH6579'ON BIG SPRINGS ROAD 65 M TO THE ENTRANCE OF THE ALMANOR SNOWMOBILE DH6579'PARK. TURN RIGHT INTO THE PARKING AREA OF THE SNOWMOBILE PARK AND GO DH6579'TO THE STATION ON THE RIGHT IN THE MIDDLE OF THE PARKING LOT. THE DH6579'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN DH6579'CONCRETE FLUSH WITH THE GROUND 45 M SOUTHEAST OF AN ORANGE CARSONITE DH6579'WITNESS POST, 36.5 M NORTHWEST OF THE SOUTHEAST EDGE OF PAVEMENT, DH6579'36.5 M NORTHEAST OF THE SOUTHWEST EDGE OF PAVEMENT, 60 M EAST OF A DH6579'MEMORIAL PLAQUE ON A BOULDER FOR BILL HUNTER, AND 80.5 M SOUTH OF THE DH6579'NORTH CORNER OF THE PARKING LOT. DH6579' DH6579'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6579'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6398 *********************************************************************** DH6398 DESIGNATION - 89 PLU 16.65 DH6398 PID - DH6398 DH6398 STATE/COUNTY- CA/PLUMAS DH6398 USGS QUAD - CRESCENT MILLS (1994) DH6398 DH6398 *CURRENT SURVEY CONTROL DH6398 ___________________________________________________________________ DH6398* NAD 83(1998)- 40 06 31.21034(N) 120 54 27.16524(W) ADJUSTED DH6398* NAVD 88 - 1078.4 (meters) 3538. (feet) GPS OBS DH6398 ___________________________________________________________________ DH6398 EPOCH DATE - 2004.69 DH6398 X - -2,509,586.044 (meters) COMP DH6398 Y - -4,191,959.743 (meters) COMP DH6398 Z - 4,087,900.972 (meters) COMP DH6398 LAPLACE CORR- 0.78 (seconds) DEFLEC99 DH6398 ELLIP HEIGHT- 1054.76 (meters) (09/28/05) GPS OBS DH6398 GEOID HEIGHT- -23.52 (meters) GEOID03 DH6398 DH6398 HORZ ORDER - B DH6398 ELLP ORDER - FOURTH CLASS I DH6398 DH6398.The horizontal coordinates were established by GPS observations DH6398.and adjusted by the National Geodetic Survey in September 2005. DH6398.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6398.DATUM ITEM on the data sheet items page. DH6398.The horizontal coordinates are valid at the epoch date displayed above. DH6398.The epoch date for horizontal control is a decimal equivalence DH6398.of Year/Month/Day. DH6398 DH6398.The orthometric height was determined by GPS observations and a DH6398.high-resolution geoid model. DH6398 DH6398.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6398 DH6398.The Laplace correction was computed from DEFLEC99 derived deflections. DH6398 DH6398.The ellipsoidal height was determined by GPS observations DH6398.and is referenced to NAD 83. DH6398 DH6398.The geoid height was determined by GEOID03. DH6398 DH6398; North East Units Scale Factor Converg. DH6398;SPC CA 1 - 586,673.312 2,093,136.022 MT 0.99997440 +0 42 51.6 DH6398;SPC CA 1 - 1,924,777.36 6,867,230.43 sFT 0.99997440 +0 42 51.6 DH6398;UTM 10 - 4,441,917.005 678,334.616 MT 0.99999152 +1 20 54.2 DH6398 DH6398! - Elev Factor x Scale Factor = Combined Factor DH6398!SPC CA 1 - 0.99983456 x 0.99997440 = 0.99980896 DH6398!UTM 10 - 0.99983456 x 0.99999152 = 0.99982608 DH6398 DH6398 SUPERSEDED SURVEY CONTROL DH6398 DH6398.No superseded survey control is available for this station. DH6398 DH6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7833541917(NAD 83) DH6398_MARKER: DD = SURVEY DISK DH6398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6398_STAMPING: 89 PLU 16.65 2004 DH6398_MARK LOGO: CSRC DH6398_PROJECTION: FLUSH DH6398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6398+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004 DH6398_ROD/PIPE-DEPTH: 9.8 meters DH6398 DH6398 HISTORY - Date Condition Report By DH6398 HISTORY - 20040810 MONUMENTED CADT DH6398 DH6398 STATION DESCRIPTION DH6398 DH6398'DESCRIBED BY CALTRANS 2004 (JRL) DH6398'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 16.65 ABOUT DH6398'19.5 KM NORTH OF QUINCY, 40.5 KM SOUTHWEST OF SUSANVILLE, AND 35.5 KM DH6398'SOUTHEAST OF CHESTER. TO REACH THE STATION FROM THE INTERSECTION OF DH6398'HIGHWAY 89 AND MAIN STREET IN GREENVILLE GO SOUTH ON HIGHWAY 89 6.1 DH6398'KM TO THE STATION ON THE LEFT. THE STATION IS A SURVEY DISK ENCASED DH6398'IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND DH6398'0.8 M WEST OF AN ORANGE CARSONITE WITNESS POST, 0.9 M SOUTH OF A DH6398'WHITE CARSONITE POST WITH AMBER REFLECTOR, 0.9 M WEST OF THE EAST DH6398'RIGHT OF WAY FENCE, 14.1 M EAST OF THE YELLOW STRIPE OF HIGHWAY 89, DH6398'AND 69 M NORTH OF THE YELLOW STRIPE OF STAMPFLI LANE. DH6398' DH6398'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6398'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6417 *********************************************************************** DH6417 DESIGNATION - BAMBI DH6417 PID - DH6417 DH6417 STATE/COUNTY- CA/PLUMAS DH6417 USGS QUAD - CRESCENT MILLS (1994) DH6417 DH6417 *CURRENT SURVEY CONTROL DH6417 ___________________________________________________________________ DH6417* NAD 83(1998)- 40 03 04.67983(N) 120 59 25.69259(W) ADJUSTED DH6417* NAVD 88 - 1199.9 (meters) 3937. (feet) GPS OBS DH6417 ___________________________________________________________________ DH6417 EPOCH DATE - 2004.69 DH6417 X - -2,517,810.393 (meters) COMP DH6417 Y - -4,191,919.343 (meters) COMP DH6417 Z - 4,083,104.133 (meters) COMP DH6417 LAPLACE CORR- 2.21 (seconds) DEFLEC99 DH6417 ELLIP HEIGHT- 1176.02 (meters) (09/28/05) GPS OBS DH6417 GEOID HEIGHT- -23.77 (meters) GEOID03 DH6417 DH6417 HORZ ORDER - B DH6417 ELLP ORDER - FOURTH CLASS I DH6417 DH6417.The horizontal coordinates were established by GPS observations DH6417.and adjusted by the National Geodetic Survey in September 2005. DH6417.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6417.DATUM ITEM on the data sheet items page. DH6417.The horizontal coordinates are valid at the epoch date displayed above. DH6417.The epoch date for horizontal control is a decimal equivalence DH6417.of Year/Month/Day. DH6417 DH6417.The orthometric height was determined by GPS observations and a DH6417.high-resolution geoid model. DH6417 DH6417.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6417 DH6417.The Laplace correction was computed from DEFLEC99 derived deflections. DH6417 DH6417.The ellipsoidal height was determined by GPS observations DH6417.and is referenced to NAD 83. DH6417 DH6417.The geoid height was determined by GEOID03. DH6417 DH6417; North East Units Scale Factor Converg. DH6417;SPC CA 1 - 580,218.962 2,086,140.115 MT 0.99998748 +0 39 36.4 DH6417;SPC CA 1 - 1,903,601.71 6,844,278.03 sFT 0.99998748 +0 39 36.4 DH6417;UTM 10 - 4,435,385.709 671,410.546 MT 0.99996171 +1 17 36.2 DH6417 DH6417! - Elev Factor x Scale Factor = Combined Factor DH6417!SPC CA 1 - 0.99981554 x 0.99998748 = 0.99980303 DH6417!UTM 10 - 0.99981554 x 0.99996171 = 0.99977726 DH6417 DH6417 SUPERSEDED SURVEY CONTROL DH6417 DH6417.No superseded survey control is available for this station. DH6417 DH6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7141135386(NAD 83) DH6417_MARKER: DD = SURVEY DISK DH6417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6417+WITH SETTING: INFORMATION. DH6417_STAMPING: BAMBI 2004 DH6417_MARK LOGO: CSRC DH6417_PROJECTION: PROJECTING 7 CENTIMETERS DH6417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6417+STABILITY: SURFACE MOTION DH6417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6417+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6417_ROD/PIPE-DEPTH: 0.9 meters DH6417 DH6417 HISTORY - Date Condition Report By DH6417 HISTORY - 20040713 MONUMENTED CADT DH6417 DH6417 STATION DESCRIPTION DH6417 DH6417'DESCRIBED BY CALTRANS 2004 (FTC) DH6417'THE STATION IS LOCATED NEAR PAXTON ABOUT 13.2 KM SOUTHWEST OF DH6417'TAYLORSVILLE, 10.3 KM SOUTH OF GREENVILLE, AND 5.2 KM NORTHEAST OF DH6417'TWAIN. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 89 AND DH6417'HIGHWAY 70 WEST OF QUINCY GO NORTH ON HIGHWAY 89 2.6 KM TO A SIDE DH6417'ROAD ON THE LEFT AT THE DAWN COMMUNITY CENTER. TURN LEFT AND FOLLOW DH6417'THE MAIN ROAD 3.9 KM TO A LANDING, FORK IN THE ROAD, AND THE STATION DH6417'ON THE LEFT IN THE WEST SIDE OF THE LANDING. THE STATION IS A SURVEY DH6417'DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH DH6417'THE GROUND 27.8 M WEST OF THE CENTER OF THE MAIN ROAD, 17.0 M DH6417'SOUTH-SOUTHWEST OF A USFS BROWN CARSONITE POST MARKING ROAD 26N66B, DH6417'4.9 M WEST-NORTHWEST OF THE CENTER OF USFS ROAD 26N66B, 1.0 M DH6417'EAST-SOUTHEAST OF A METAL GUARD POST, AND IS ABOUT LEVEL WITH THE DH6417'ROADS. DH6417' DH6417'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6417'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6418 *********************************************************************** DH6418 DESIGNATION - BUTTES DH6418 PID - DH6418 DH6418 STATE/COUNTY- CA/PLUMAS DH6418 USGS QUAD - RECONNAISSANCE PEAK (1994) DH6418 DH6418 *CURRENT SURVEY CONTROL DH6418 ___________________________________________________________________ DH6418* NAD 83(1998)- 39 48 34.47977(N) 120 18 39.43094(W) ADJUSTED DH6418* NAVD 88 - 1505.3 (meters) 4939. (feet) GPS OBS DH6418 ___________________________________________________________________ DH6418 EPOCH DATE - 2004.69 DH6418 X - -2,476,733.613 (meters) COMP DH6418 Y - -4,236,562.179 (meters) COMP DH6418 Z - 4,062,715.211 (meters) COMP DH6418 LAPLACE CORR- -0.98 (seconds) DEFLEC99 DH6418 ELLIP HEIGHT- 1481.89 (meters) (09/28/05) GPS OBS DH6418 GEOID HEIGHT- -23.40 (meters) GEOID03 DH6418 DH6418 HORZ ORDER - B DH6418 ELLP ORDER - FOURTH CLASS I DH6418 DH6418.The horizontal coordinates were established by GPS observations DH6418.and adjusted by the National Geodetic Survey in September 2005. DH6418.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6418.DATUM ITEM on the data sheet items page. DH6418.The horizontal coordinates are valid at the epoch date displayed above. DH6418.The epoch date for horizontal control is a decimal equivalence DH6418.of Year/Month/Day. DH6418 DH6418.The orthometric height was determined by GPS observations and a DH6418.high-resolution geoid model. DH6418 DH6418.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6418 DH6418.The Laplace correction was computed from DEFLEC99 derived deflections. DH6418 DH6418.The ellipsoidal height was determined by GPS observations DH6418.and is referenced to NAD 83. DH6418 DH6418.The geoid height was determined by GEOID03. DH6418 DH6418; North East Units Scale Factor Converg. DH6418;SPC CA 1 - 554,277.036 2,144,632.846 MT 1.00005338 +1 06 16.0 DH6418;SPC CA 1 - 1,818,490.58 7,036,182.93 sFT 1.00005338 +1 06 16.0 DH6418;UTM 10 - 4,410,082.308 730,187.963 MT 1.00025237 +1 43 20.6 DH6418 DH6418! - Elev Factor x Scale Factor = Combined Factor DH6418!SPC CA 1 - 0.99976757 x 1.00005338 = 0.99982094 DH6418!UTM 10 - 0.99976757 x 1.00025237 = 1.00001988 DH6418 DH6418 SUPERSEDED SURVEY CONTROL DH6418 DH6418.No superseded survey control is available for this station. DH6418 DH6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK3018810082(NAD 83) DH6418_MARKER: DD = SURVEY DISK DH6418_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6418+WITH SETTING: INFORMATION. DH6418_STAMPING: BUTTES 2004 DH6418_MARK LOGO: CSRC DH6418_PROJECTION: FLUSH DH6418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6418+STABILITY: SURFACE MOTION DH6418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6418+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6418_ROD/PIPE-DEPTH: 0.93 meters DH6418 DH6418 HISTORY - Date Condition Report By DH6418 HISTORY - 20040714 MONUMENTED CADT DH6418 DH6418 STATION DESCRIPTION DH6418 DH6418'DESCRIBED BY CALTRANS 2004 (FTC) DH6418'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 NEAR BECKWOURTH 15.8 KM DH6418'NORTHWEST OF LOYALTON, 13.4 KM EAST OF PORTOLA, AND 11.5 KM WEST OF DH6418'VINTON. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND DH6418'GUILLING STREET IN PORTOLA GO EAST ON HIGHWAY 70 14.3 KM TO THE DH6418'STATION ON THE RIGHT AT POSTMILE 84.98. THE STATION IS A SURVEY DISK DH6418'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE DH6418'GROUND 1.0 M NORTHEAST OF AN ORANGE CARSONITE WITNESS POST, 28.8 M DH6418'WEST OF POSTMILE MARKER 85.00, 23.1 M SOUTH OF THE YELLOW STRIPE OF DH6418'HIGHWAY 70, 17.8 M NORTH OF A WIRE FENCE, 14.5 M WEST-NORTHWEST OF THE DH6418'NORTH END OF A 0.3 M DIAMETER CULVERT, 1.0 M WEST OF A METAL GUARD DH6418'POST, AND ABOUT 2.5 M LOWER THAN THE HIGHWAY. DH6418' DH6418'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6418'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6419 *********************************************************************** DH6419 DESIGNATION - CALFPASTURE DH6419 PID - DH6419 DH6419 STATE/COUNTY- CA/PLUMAS DH6419 USGS QUAD - CLIO (1981) DH6419 DH6419 *CURRENT SURVEY CONTROL DH6419 ___________________________________________________________________ DH6419* NAD 83(1998)- 39 43 58.87962(N) 120 33 26.81945(W) ADJUSTED DH6419* NAVD 88 - 1362.4 (meters) 4470. (feet) GPS OBS DH6419 ___________________________________________________________________ DH6419 EPOCH DATE - 2004.69 DH6419 X - -2,497,646.392 (meters) COMP DH6419 Y - -4,230,456.597 (meters) COMP DH6419 Z - 4,056,089.241 (meters) COMP DH6419 LAPLACE CORR- -0.15 (seconds) DEFLEC99 DH6419 ELLIP HEIGHT- 1339.02 (meters) (09/28/05) GPS OBS DH6419 GEOID HEIGHT- -23.34 (meters) GEOID03 DH6419 DH6419 HORZ ORDER - B DH6419 ELLP ORDER - FOURTH CLASS I DH6419 DH6419.The horizontal coordinates were established by GPS observations DH6419.and adjusted by the National Geodetic Survey in September 2005. DH6419.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6419.DATUM ITEM on the data sheet items page. DH6419.The horizontal coordinates are valid at the epoch date displayed above. DH6419.The epoch date for horizontal control is a decimal equivalence DH6419.of Year/Month/Day. DH6419 DH6419.The orthometric height was determined by GPS observations and a DH6419.high-resolution geoid model. DH6419 DH6419.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6419 DH6419.The Laplace correction was computed from DEFLEC99 derived deflections. DH6419 DH6419.The ellipsoidal height was determined by GPS observations DH6419.and is referenced to NAD 83. DH6419 DH6419.The geoid height was determined by GEOID03. DH6419 DH6419; North East Units Scale Factor Converg. DH6419;SPC CA 1 - 545,400.460 2,123,667.368 MT 1.00007790 +0 56 35.7 DH6419;SPC CA 1 - 1,789,368.01 6,967,398.69 sFT 1.00007790 +0 56 35.7 DH6419;UTM 10 - 4,400,978.852 709,316.782 MT 1.00013944 +1 33 42.7 DH6419 DH6419! - Elev Factor x Scale Factor = Combined Factor DH6419!SPC CA 1 - 0.99978997 x 1.00007790 = 0.99986786 DH6419!UTM 10 - 0.99978997 x 1.00013944 = 0.99992939 DH6419 DH6419 SUPERSEDED SURVEY CONTROL DH6419 DH6419.No superseded survey control is available for this station. DH6419 DH6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK0931700979(NAD 83) DH6419_MARKER: DD = SURVEY DISK DH6419_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6419_SP_SET: HEADWALL DH6419_STAMPING: CALFPASTURE 2004 DH6419_MARK LOGO: CADT DH6419_MAGNETIC: N = NO MAGNETIC MATERIAL DH6419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6419+STABILITY: SURFACE MOTION DH6419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6419+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004 DH6419 DH6419 HISTORY - Date Condition Report By DH6419 HISTORY - 20040723 MONUMENTED CADT DH6419 DH6419 STATION DESCRIPTION DH6419 DH6419'DESCRIBED BY CALTRANS 2004 (FTC) DH6419'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 NEAR CLIO ABOUT 7.4 KM DH6419'SOUTHEAST OF BLAIRSDEN, 11.0 KM WEST OF PORTOLA, AND 12.7 KM DH6419'NORTHWEST OF CALPINE. TO REACH THE STATION FROM THE INTERSECTION OF DH6419'HIGHWAY 89 AND GOLD LAKE FOREST HIGHWAY (USFS ROAD 24) IN GRAEAGLE GO DH6419'SOUTH AND EAST ON HIGHWAY 89 4.78 KM TO THE INTERSECTION WITH COUNTY DH6419'ROAD A 15 AND THE STATION ON THE RIGHT AT POSTMILE 2.96. THE STATION DH6419'IS A CADT BRASS DISK EPOXIED IN THE TOP OF THE WEST HEADWALL OF THE DH6419'CONCRETE BOX CULVERT FOR CALFPASTURE CREEK 0.9 M NORTHWEST OF AN DH6419'ORANGE CARSONITE WITNESS POST, 1.0 M NORTH OF A METAL GUARD POST, DH6419'17.4 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY 89, 6.5 M WEST OF THE DH6419'CENTER OF A DRIVEWAY OVER THE BOX CULVERT, 6.4 M NORTHEAST OF THE DH6419'NORTHWEST END OF A 0.9 M CORRUGATED PLASTIC PIPE, AND ABOUT 1.5 M DH6419'LOWER THAN THE HIGHWAY. DH6419' DH6419'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6419'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6420 *********************************************************************** DH6420 DESIGNATION - CHANDLER DH6420 PID - DH6420 DH6420 STATE/COUNTY- CA/PLUMAS DH6420 USGS QUAD - QUINCY (1994) DH6420 DH6420 *CURRENT SURVEY CONTROL DH6420 ___________________________________________________________________ DH6420* NAD 83(1998)- 39 56 04.41706(N) 120 52 51.93260(W) ADJUSTED DH6420* NAVD 88 - 1063.5 (meters) 3489. (feet) GPS OBS DH6420 ___________________________________________________________________ DH6420 EPOCH DATE - 2004.69 DH6420 X - -2,514,026.335 (meters) COMP DH6420 Y - -4,203,779.460 (meters) COMP DH6420 Z - 4,073,084.173 (meters) COMP DH6420 LAPLACE CORR- 5.99 (seconds) DEFLEC99 DH6420 ELLIP HEIGHT- 1039.66 (meters) (09/28/05) GPS OBS DH6420 GEOID HEIGHT- -23.69 (meters) GEOID03 DH6420 DH6420 HORZ ORDER - B DH6420 ELLP ORDER - FOURTH CLASS I DH6420 DH6420.The horizontal coordinates were established by GPS observations DH6420.and adjusted by the National Geodetic Survey in September 2005. DH6420.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6420.DATUM ITEM on the data sheet items page. DH6420.The horizontal coordinates are valid at the epoch date displayed above. DH6420.The epoch date for horizontal control is a decimal equivalence DH6420.of Year/Month/Day. DH6420 DH6420.The orthometric height was determined by GPS observations and a DH6420.high-resolution geoid model. DH6420 DH6420.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6420 DH6420.The Laplace correction was computed from DEFLEC99 derived deflections. DH6420 DH6420.The ellipsoidal height was determined by GPS observations DH6420.and is referenced to NAD 83. DH6420 DH6420.The geoid height was determined by GEOID03. DH6420 DH6420; North East Units Scale Factor Converg. DH6420;SPC CA 1 - 567,371.215 2,095,638.021 MT 1.00001712 +0 43 53.9 DH6420;SPC CA 1 - 1,861,450.39 6,875,439.07 sFT 1.00001712 +0 43 53.9 DH6420;UTM 10 - 4,422,643.606 681,049.203 MT 1.00000355 +1 21 37.9 DH6420 DH6420! - Elev Factor x Scale Factor = Combined Factor DH6420!SPC CA 1 - 0.99983693 x 1.00001712 = 0.99985404 DH6420!UTM 10 - 0.99983693 x 1.00000355 = 0.99984047 DH6420 DH6420 SUPERSEDED SURVEY CONTROL DH6420 DH6420.No superseded survey control is available for this station. DH6420 DH6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8104922644(NAD 83) DH6420_MARKER: DD = SURVEY DISK DH6420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6420_STAMPING: CHANDLER 2004 DH6420_MARK LOGO: CSRC DH6420_PROJECTION: FLUSH DH6420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6420+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6420_ROD/PIPE-DEPTH: 5.5 meters DH6420 DH6420 HISTORY - Date Condition Report By DH6420 HISTORY - 20040713 MONUMENTED CADT DH6420 DH6420 STATION DESCRIPTION DH6420 DH6420'DESCRIBED BY CALTRANS 2004 (FTC) DH6420'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 ABOUT 16.0 KM SOUTHEAST DH6420'OF TWAIN, 15.2 KM WEST OF SLOAT, AND 11.2 KM SOUTHEAST OF KEDDIE. TO DH6420'REACH THE STATION FROMTHE COURTHOUSE IN QUINCY GO EAST ON HIGHWAY 70 DH6420'5.9 KM TO THE STATION ON THE LEFT AT POSTMILE 46.89. THE STATION IS DH6420'A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE DH6420'FLUSH WITH THE GROUND 36.3 M NORTHWEST OF A 0.5 M DIAMETER CEDAR TREE, DH6420'26.8 M SOUTHEAST OF THE NORTHERLY POST OF THE WELCOME TO QUINCY SIGN, DH6420'16.1 M NORTH-NORTHEAST OF THE YELLOW STRIPE OF HIGHWAY 70, 1.0 M WEST DH6420'OF AN ORANGE CARSONITE WITNESS POST, 1.0 M SOUTH-SOUTHWEST OF A METAL DH6420'GUARD POST AND FENCE, AND ABOUT 2.0 M LOWER THAN THE HIGHWAY. DH6420' DH6420'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6420'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6421 *********************************************************************** DH6421 DESIGNATION - CLAPPE DH6421 PID - DH6421 DH6421 STATE/COUNTY- CA/PLUMAS DH6421 USGS QUAD - CARIBOU (1994) DH6421 DH6421 *CURRENT SURVEY CONTROL DH6421 ___________________________________________________________________ DH6421* NAD 83(1998)- 40 00 32.98145(N) 121 11 27.36535(W) ADJUSTED DH6421* NAVD 88 - 786.9 (meters) 2582. (feet) GPS OBS DH6421 ___________________________________________________________________ DH6421 EPOCH DATE - 2004.69 DH6421 X - -2,533,856.451 (meters) COMP DH6421 Y - -4,185,388.617 (meters) COMP DH6421 Z - 4,079,255.232 (meters) COMP DH6421 LAPLACE CORR- 3.31 (seconds) DEFLEC99 DH6421 ELLIP HEIGHT- 762.87 (meters) (09/28/05) GPS OBS DH6421 GEOID HEIGHT- -23.93 (meters) GEOID03 DH6421 DH6421 HORZ ORDER - B DH6421 ELLP ORDER - FOURTH CLASS I DH6421 DH6421.The horizontal coordinates were established by GPS observations DH6421.and adjusted by the National Geodetic Survey in September 2005. DH6421.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6421.DATUM ITEM on the data sheet items page. DH6421.The horizontal coordinates are valid at the epoch date displayed above. DH6421.The epoch date for horizontal control is a decimal equivalence DH6421.of Year/Month/Day. DH6421 DH6421.The orthometric height was determined by GPS observations and a DH6421.high-resolution geoid model. DH6421 DH6421.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6421 DH6421.The Laplace correction was computed from DEFLEC99 derived deflections. DH6421 DH6421.The ellipsoidal height was determined by GPS observations DH6421.and is referenced to NAD 83. DH6421 DH6421.The geoid height was determined by GEOID03. DH6421 DH6421; North East Units Scale Factor Converg. DH6421;SPC CA 1 - 575,362.841 2,069,078.822 MT 0.99999771 +0 31 44.5 DH6421;SPC CA 1 - 1,887,669.59 6,788,302.77 sFT 0.99999771 +0 31 44.5 DH6421;UTM 10 - 4,430,341.504 654,405.124 MT 0.99989350 +1 09 47.9 DH6421 DH6421! - Elev Factor x Scale Factor = Combined Factor DH6421!SPC CA 1 - 0.99988034 x 0.99999771 = 0.99987805 DH6421!UTM 10 - 0.99988034 x 0.99989350 = 0.99977385 DH6421 DH6421 SUPERSEDED SURVEY CONTROL DH6421 DH6421.No superseded survey control is available for this station. DH6421 DH6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK5440530342(NAD 83) DH6421_MARKER: DD = SURVEY DISK DH6421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6421+WITH SETTING: INFORMATION. DH6421_STAMPING: CLAPPE 2004 DH6421_MARK LOGO: CSRC DH6421_PROJECTION: FLUSH DH6421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6421+STABILITY: SURFACE MOTION DH6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6421+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6421_ROD/PIPE-DEPTH: 0.75 meters DH6421 DH6421 HISTORY - Date Condition Report By DH6421 HISTORY - 20040713 MONUMENTED CADT DH6421 DH6421 STATION DESCRIPTION DH6421 DH6421'DESCRIBED BY CALTRANS 2004 (FTC) DH6421'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 AT THE RICH BAR VISTA DH6421'POINT ABOUT 24.7 KM WEST OF QUINCY, 19.8 KM WEST OF KEDDIE, AND 30.9 DH6421'KM NORTHEAST OF STIRLING CITY. TO REACH THE STATION FROM THE DH6421'INTERSECTION OF HIGHWAY 70 AND CARIBOU ROAD IN CARIBOU GO NORTH AND DH6421'EAST ON HIGHWAY 70 4.0 KM TO THE RICH BAR VISTA POINT AND THE STATION DH6421'ON THE RIGHT AT THE SOUTH EDGE OF THE VISTA POINT. THE STATION IS A DH6421'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE DH6421'FLUSH WITH THE GROUND 48.5 M SOUTH-SOUTHWEST OF THE YELLOW STRIPE OF DH6421'HIGHWAY 70, 4.4 M NORTH-NORTHEAST OF THE TOP OF THE BANK, 3.2 M DH6421'NORTHWEST OF THE SOUTHEAST CORNER OF THE RICH BAR HISTORICAL SITE DH6421'MONUMENT, 2.0 M NORTH-NORTHEAST OF A METAL GUARD POST, 2.0 M NORTH OF DH6421'AN ORANGE CARSONITE WITNESS POST, AND ABOUT LEVEL WITH THE ASPHALT OF DH6421'THE VISTA POINT. DH6421' DH6421'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6421'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6422 *********************************************************************** DH6422 DESIGNATION - CORRECO DH6422 PID - DH6422 DH6422 STATE/COUNTY- CA/PLUMAS DH6422 USGS QUAD - LOYALTON (1981) DH6422 DH6422 *CURRENT SURVEY CONTROL DH6422 ___________________________________________________________________ DH6422* NAD 83(1998)- 39 44 49.25254(N) 120 12 41.98036(W) ADJUSTED DH6422* NAVD 88 - 1500.3 (meters) 4922. (feet) GPS OBS DH6422 ___________________________________________________________________ DH6422 EPOCH DATE - 2004.69 DH6422 X - -2,471,622.983 (meters) COMP DH6422 Y - -4,244,686.094 (meters) COMP DH6422 Z - 4,057,372.123 (meters) COMP DH6422 LAPLACE CORR- 1.54 (seconds) DEFLEC99 DH6422 ELLIP HEIGHT- 1476.65 (meters) (09/28/05) GPS OBS DH6422 GEOID HEIGHT- -23.55 (meters) GEOID03 DH6422 DH6422 HORZ ORDER - B DH6422 ELLP ORDER - FOURTH CLASS I DH6422 DH6422.The horizontal coordinates were established by GPS observations DH6422.and adjusted by the National Geodetic Survey in September 2005. DH6422.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6422.DATUM ITEM on the data sheet items page. DH6422.The horizontal coordinates are valid at the epoch date displayed above. DH6422.The epoch date for horizontal control is a decimal equivalence DH6422.of Year/Month/Day. DH6422 DH6422.The orthometric height was determined by GPS observations and a DH6422.high-resolution geoid model. DH6422 DH6422.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6422 DH6422.The Laplace correction was computed from DEFLEC99 derived deflections. DH6422 DH6422.The ellipsoidal height was determined by GPS observations DH6422.and is referenced to NAD 83. DH6422 DH6422.The geoid height was determined by GEOID03. DH6422 DH6422; North East Units Scale Factor Converg. DH6422;SPC CA 1 - 547,500.346 2,153,275.813 MT 1.00007329 +1 10 09.7 DH6422;SPC CA 1 - 1,796,257.39 7,064,539.06 sFT 1.00007329 +1 10 09.7 DH6422;UTM 10 - 4,403,397.523 738,905.172 MT 1.00030274 +1 47 01.3 DH6422 DH6422! - Elev Factor x Scale Factor = Combined Factor DH6422!SPC CA 1 - 0.99976839 x 1.00007329 = 0.99984167 DH6422!UTM 10 - 0.99976839 x 1.00030274 = 1.00007106 DH6422 DH6422 SUPERSEDED SURVEY CONTROL DH6422 DH6422.No superseded survey control is available for this station. DH6422 DH6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK3890503398(NAD 83) DH6422_MARKER: DD = SURVEY DISK DH6422_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6422+WITH SETTING: INFORMATION. DH6422_STAMPING: CORRECO 2004 DH6422_MARK LOGO: CSRC DH6422_PROJECTION: PROJECTING 10 CENTIMETERS DH6422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6422+STABILITY: SURFACE MOTION DH6422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6422+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6422_ROD/PIPE-DEPTH: 0.9 meters DH6422 DH6422 HISTORY - Date Condition Report By DH6422 HISTORY - 20040714 MONUMENTED CADT DH6422 DH6422 STATION DESCRIPTION DH6422 DH6422'DESCRIBED BY CALTRANS 2004 (FTC) DH6422'THE STATION IS LOCATED ADJACENT TO HIGHWAY 49 ABOUT 22.8 KM EAST OF DH6422'PORTOLA, 8.3 KM NORTH OF LOYALTON, AND 7.0 KM SOUTH OF VINTON. TO DH6422'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND HIGHWAY 49 DH6422'IN VINTON GO SOUTH ON HIGHWAY 49 7.4 KM TO THE STATION ON THE LEFT AT DH6422'POSTMILE 2.84. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH DH6422'ACCESS COVER SET IN CONCRETE PROJECTING 10 CM ABOVE THE GROUND 0.9 M DH6422'SOUTH OF AN ORANGE CARSONITE WITNESS POST, 22.4 M NORTH OF AN DH6422'EAST-WEST WIRE FENCE, 21.3 M EAST OF THE YELLOW STRIPE OF HIGHWAY 49, DH6422'16.3 M NORTH OF THE CENTER OF A GRAVEL DRIVE, 1.4 M WEST OF A DH6422'NORTH-SOUTH FENCE, 1.0 M WEST OF A METAL GURAD POST, AND ABOUT 0.5 M DH6422'LOWER THAN THE HIGHWAY. DH6422' DH6422'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6422'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS0060 *********************************************************************** KS0060 FBN - This is a Federal Base Network Control Station. KS0060 DESIGNATION - D 143 KS0060 PID - KS0060 KS0060 STATE/COUNTY- CA/PLUMAS KS0060 USGS QUAD - CHILCOOT (1994) KS0060 KS0060 *CURRENT SURVEY CONTROL KS0060 ___________________________________________________________________ KS0060* NAD 83(1998)- 39 48 33.80005(N) 120 14 06.60275(W) ADJUSTED KS0060* NAVD 88 - 1496.3 (meters) 4909. (feet) GPS OBS KS0060 ___________________________________________________________________ KS0060 EPOCH DATE - 2004.69 KS0060 X - -2,471,130.948 (meters) COMP KS0060 Y - -4,239,840.021 (meters) COMP KS0060 Z - 4,062,693.270 (meters) COMP KS0060 LAPLACE CORR- -1.00 (seconds) DEFLEC99 KS0060 ELLIP HEIGHT- 1472.78 (meters) (09/13/05) GPS OBS KS0060 GEOID HEIGHT- -23.48 (meters) GEOID03 KS0060 KS0060 HORZ ORDER - A KS0060 ELLP ORDER - FOURTH CLASS I KS0060 KS0060.ITRF positions are available for this station. KS0060.The horizontal coordinates were established by GPS observations KS0060.and adjusted by the National Geodetic Survey in September 2005. KS0060.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS0060.DATUM ITEM on the data sheet items page. KS0060.The horizontal coordinates are valid at the epoch date displayed above. KS0060.The epoch date for horizontal control is a decimal equivalence KS0060.of Year/Month/Day. KS0060 KS0060.The orthometric height was determined by GPS observations and a KS0060.high-resolution geoid model. KS0060 KS0060.Photographs are available for this station. KS0060 KS0060.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS0060 KS0060.The Laplace correction was computed from DEFLEC99 derived deflections. KS0060 KS0060.The ellipsoidal height was determined by GPS observations KS0060.and is referenced to NAD 83. KS0060 KS0060.The geoid height was determined by GEOID03. KS0060 KS0060; North East Units Scale Factor Converg. KS0060;SPC CA 1 - 554,383.974 2,151,121.920 MT 1.00005344 +1 09 14.4 KS0060;SPC CA 1 - 1,818,841.42 7,057,472.50 sFT 1.00005344 +1 09 14.4 KS0060;SPC CA 2 - 739,329.815 2,151,113.749 MT 0.99999462 +1 06 45.6 KS0060;SPC CA 2 - 2,425,617.90 7,057,445.69 sFT 0.99999462 +1 06 45.6 KS0060;SPC NV W - 4,562,755.987 658,562.661 MT 1.00014621 -1 03 27.9 KS0060;UTM 10 - 4,410,259.208 736,676.919 MT 1.00028968 +1 46 15.5 KS0060 KS0060! - Elev Factor x Scale Factor = Combined Factor KS0060!SPC CA 1 - 0.99976900 x 1.00005344 = 0.99982243 KS0060!SPC CA 2 - 0.99976900 x 0.99999462 = 0.99976362 KS0060!SPC NV W - 0.99976900 x 1.00014621 = 0.99991518 KS0060!UTM 10 - 0.99976900 x 1.00028968 = 1.00005861 KS0060 KS0060: Primary Azimuth Mark Grid Az KS0060:SPC CA 1 - D 143 AZ MK 270 21 05.7 KS0060:SPC CA 2 - D 143 AZ MK 270 23 34.5 KS0060:SPC NV W - D 143 AZ MK 272 33 48.0 KS0060:UTM 10 - D 143 AZ MK 269 44 04.6 KS0060 KS0060|---------------------------------------------------------------------| KS0060| PID Reference Object Distance Geod. Az | KS0060| dddmmss.s | KS0060| DB6260 D 143 RM 1 9.330 METERS 07702 | KS0060| DB6259 D 143 AZ MK 2713020.1 | KS0060| DB6261 D 143 RM 2 6.218 METERS 30849 | KS0060|---------------------------------------------------------------------| KS0060 KS0060 SUPERSEDED SURVEY CONTROL KS0060 KS0060 NAD 83(1998)- 39 48 33.79849(N) 120 14 06.60056(W) AD(1998.50) A KS0060 ELLIP H (04/06/00) 1472.96 (m) GP(1998.50) 3 1 KS0060 ELLIP H (05/11/98) 1473.02 (m) GP( ) 4 1 KS0060 NAD 83(1992)- 39 48 33.79673(N) 120 14 06.59636(W) AD(1991.35) B KS0060 ELLIP H (05/15/92) 1473.18 (m) GP(1991.35) 4 2 KS0060 NAD 83(1986)- 39 48 33.80081(N) 120 14 06.57956(W) AD(1984.00) 3 KS0060 NAD 27 - 39 48 34.14800(N) 120 14 02.83600(W) AD( ) 3 KS0060 NGVD 29 (07/19/86) 1496.16 (m) 4908.7 (f) LEVELING 3 KS0060 KS0060.Superseded values are not recommended for survey control. KS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0060.See file dsdata.txt to determine how the superseded data were derived. KS0060 KS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK3667710259(NAD 83) KS0060_MARKER: DB = BENCH MARK DISK KS0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0060_SP_SET: CONCRETE POST KS0060_STAMPING: D 143 1932 4908.658 KS0060_MARK LOGO: CGS KS0060_PROJECTION: FLUSH KS0060_MAGNETIC: N = NO MAGNETIC MATERIAL KS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0060+STABILITY: SURFACE MOTION KS0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0060+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KS0060 KS0060 HISTORY - Date Condition Report By KS0060 HISTORY - 1932 MONUMENTED CGS KS0060 HISTORY - 1934 GOOD NGS KS0060 HISTORY - 1975 GOOD USGS KS0060 HISTORY - 19910524 GOOD NGS KS0060 HISTORY - 19960205 GOOD CADT KS0060 HISTORY - 19960810 GOOD CADT KS0060 HISTORY - 19980731 GOOD CADT KS0060 HISTORY - 20021018 GOOD NGS KS0060 HISTORY - 20031223 GOOD CADT KS0060 HISTORY - 20040311 GOOD CADT KS0060 HISTORY - 20041005 GOOD CADT KS0060 KS0060 STATION DESCRIPTION KS0060 KS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (WRH) KS0060'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 24. KS0060'IT IS ABOUT 17 MILES AIRLINE NORTH NORTHEAST OF SIERRAVILLE, KS0060'ABOUT 12.5 MILES AIRLINE EAST OF PORTOLA AND ABOUT 3 MILES KS0060'AIRLINE WEST OF VINTON. KS0060' KS0060'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK THAT KS0060'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES KS0060'ABOVE THE GROUND. IT IS 60 FEET SOUTH OF THE CENTERLINE OF KS0060'THE HIGHWAY, 75 FEET WEST SOUTHWEST OF THE SOUTH END OF KS0060'CULVERT NUMBER G-1913 + 37 AND 12.5 FEET SOUTH OF A WHITE WITNESS KS0060'POST. THE DISK IS STAMPED D 143 1932. KS0060' KS0060'REFERENCE MARK NUMBER ONE IS 60 FEET SOUTH OF THE CENTERLINE KS0060'OF THE HIGHWAY AND 2 FEET NORTH OF A WIRE FENCE. IT IS A KS0060'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A KS0060'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND. THE KS0060'DISK IS STAMPED BM D 143 NO 1 1949. KS0060' KS0060'REFERENCE MARK NUMBER TWO IS 55 FEET SOUTH OF THE CENTERLINE KS0060'OF THE HIGHWAY, 7 FEET WEST OF TELEPHONE POLE NUMBER 1264 AND KS0060'15 FEET NORTH OF THE WIRE FENCE. IT IS A STANDARD REFERENCE KS0060'MARK DISK THAT IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS KS0060'4 INCHES ABOVE THE GROUND. THE DISK IS STAMPED BM D 143 NO KS0060'2 1949. KS0060' KS0060'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY KS0060'AND 60 FEET EAST OF TELEPHONE POLE NUMBER 1275. IT IS A STANDARD KS0060'AZIMUTH MARK DISK THAT IS SET IN A DRILL HOLE IN THE CONCRETE KS0060'WELL CASING THAT PROJECTS 14 INCHES ABOVE THE GROUND. THE KS0060'DISK IS STAMPED BM D 143 1949. TO REACH THE MARK FROM THE KS0060'STATION PROCEED WEST ON STATE HIGHWAY 24 FOR 0.4 MILE TO THE KS0060'MARK ON THE LEFT AS DESCRIBED. KS0060' KS0060'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BECKWOURTH GO KS0060'SOUTH AND EAST ON THE PAVED STREET FOR 0.35 MILE TO STATE KS0060'HIGHWAY 24. TURN LEFT, EAST, AND FOLLOW THE HIGHWAY FOR 7.55 KS0060'MILES TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD KS0060'AS DESCRIBED. KS0060' KS0060'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS. KS0060 KS0060 STATION RECOVERY (1934) KS0060 KS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934 KS0060'8.2 MI W FROM RENO JUNCTION. KS0060'IN PLUMAS COUNTY, 8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM KS0060'RENO JUNCTION, LASSEN COUNTY, 75 FEET WEST OF A 4-PIPE CULVERT, KS0060'72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2-FEET KS0060'NORTH OF A FENCE. A STANDARD DISK, STAMPED 4908.658 D 143 1932 KS0060'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES KS0060'ABOVE GROUND. KS0060 KS0060 STATION RECOVERY (1975) KS0060 KS0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 KS0060'RECOVERED IN GOOD CONDITION. KS0060 KS0060 STATION RECOVERY (1991) KS0060 KS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 KS0060'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTH-NORTHEAST OF KS0060'SIERRAVILLE, 12.5 MI (20.1 KM) EAST OF PORTOLA, 3 MI (4.8 KM) WEST OF KS0060'VINTON AND ON THE SOUTH SIDE OF STATE HIGHWAY 70. KS0060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 49 IN KS0060'VINTON, GO WEST ON HIGHWAY 70 FOR 3.0 MI (4.8 KM) TO A GRADED ROAD KS0060'RIGHT, NORTH, MARKED BY A SIGN GREEN GULCH RANCH AND THE STATION. KS0060'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE POST KS0060'THAT PROJECTS 6 INCHES ABOVE THE GROUND. LOCATED 75 FT (22.9 M) KS0060'WEST-SOUTHWEST OF THE SOUTH END OF CULVERT NUMBER G-1913 + 37, 60 FT KS0060'(18.3 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.5 FT (3.8 M) KS0060'SOUTH OF A WHITE WITNESS POST AND 2 FT (0.6 M) NORTH OF THE FENCE KS0060'LINE. KS0060 KS0060 STATION RECOVERY (1996) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 1996 (JRL) KS0060'RECOVERED AS DESCRIBED. KS0060 KS0060 STATION RECOVERY (1996) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS0060'THE STATION WAS RECOVERED WITH THE FOLLOWING REVISIONS. THE STATION KS0060'IS LOCATED AT HIGHWAY 70 POST MILE 89.02, 62 FT (18.9 M) WEST OF THE KS0060'CENTERLINE OF THE GRADED ROAD PROJECTED SOUTH ACROSS HIGHWAY 70, 1.4 KS0060'FT (0.4 M) NORTH OF A CARSONITE WITNESS POST, 0.8 FT (24.4 CM) SOUTH KS0060'OF A METAL WITNESS POST, LEVEL WITH HIGHWAY 70 AND FLUSH WITH THE KS0060'GROUND. KS0060 KS0060 STATION RECOVERY (1998) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 1998 (JRL) KS0060'THE STATION WAS RECOVERED. A REVISED TO REACH FOLLOWS. TO REACH THE KS0060'STATION FROM THE JUNCTION OF US HIGHWAY 395 AND STATE HIGHWAY 70 IN KS0060'HALLELUJAH JUNCTION, GO WEST ON HIGHWAY 70 FOR 5.63 MI (9.06 KM) TO KS0060'THE JUNCTION WITH STATE HIGHWAY 284, FRENCHMAN LAKE ROAD, ON THE RIGHT KS0060'IN CHILCOOT. CONTINUE WEST ON HIGHWAY 70 FOR 2.12 MI (3.41 KM) TO THE KS0060'JUNCTION WITH STATE HIGHWAY 49 ON THE LEFT IN VINTON. CONTINUE WEST ON KS0060'HIGHWAY 70 FOR 3.11 MI (5.00 KM) TO THE STATION ON THE LEFT AT KS0060'POSTMILE 88.99. KS0060 KS0060 STATION RECOVERY (2002) KS0060 KS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL) KS0060'RECOVERED AS DESCRIBED. KS0060' KS0060 KS0060 STATION RECOVERY (2003) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 2003 (JRL) KS0060'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION KS0060'HEIGHT MODERNIZATION PROJECT. KS0060 KS0060 STATION RECOVERY (2004) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0060'RECOVERED IN GOOD CONDITION. KS0060 KS0060 STATION RECOVERY (2004) KS0060 KS0060'RECOVERY NOTE BY CALTRANS 2004 (JRL) KS0060'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION KS0060'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6404 *********************************************************************** DH6404 DESIGNATION - GOGO DH6404 PID - DH6404 DH6404 STATE/COUNTY- CA/PLUMAS DH6404 USGS QUAD - CANYONDAM (1994) DH6404 DH6404 *CURRENT SURVEY CONTROL DH6404 ___________________________________________________________________ DH6404* NAD 83(1998)- 40 07 39.77389(N) 121 00 55.21388(W) ADJUSTED DH6404* NAVD 88 - 1614.4 (meters) 5297. (feet) GPS OBS DH6404 ___________________________________________________________________ DH6404 EPOCH DATE - 2004.69 DH6404 X - -2,516,976.871 (meters) COMP DH6404 Y - -4,186,414.153 (meters) COMP DH6404 Z - 4,089,863.818 (meters) COMP DH6404 LAPLACE CORR- 0.25 (seconds) DEFLEC99 DH6404 ELLIP HEIGHT- 1590.68 (meters) (09/28/05) GPS OBS DH6404 GEOID HEIGHT- -23.53 (meters) GEOID03 DH6404 DH6404 HORZ ORDER - B DH6404 ELLP ORDER - FOURTH CLASS I DH6404 DH6404.The horizontal coordinates were established by GPS observations DH6404.and adjusted by the National Geodetic Survey in September 2005. DH6404.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6404.DATUM ITEM on the data sheet items page. DH6404.The horizontal coordinates are valid at the epoch date displayed above. DH6404.The epoch date for horizontal control is a decimal equivalence DH6404.of Year/Month/Day. DH6404 DH6404.The orthometric height was determined by GPS observations and a DH6404.high-resolution geoid model. DH6404 DH6404.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6404 DH6404.The Laplace correction was computed from DEFLEC99 derived deflections. DH6404 DH6404.The ellipsoidal height was determined by GPS observations DH6404.and is referenced to NAD 83. DH6404 DH6404.The geoid height was determined by GEOID03. DH6404 DH6404; North East Units Scale Factor Converg. DH6404;SPC CA 1 - 588,678.946 2,083,923.034 MT 0.99997028 +0 38 37.9 DH6404;SPC CA 1 - 1,931,357.51 6,837,004.15 sFT 0.99997028 +0 38 37.9 DH6404;UTM 10 - 4,443,820.441 669,099.979 MT 0.99995202 +1 16 45.9 DH6404 DH6404! - Elev Factor x Scale Factor = Combined Factor DH6404!SPC CA 1 - 0.99975052 x 0.99997028 = 0.99972081 DH6404!UTM 10 - 0.99975052 x 0.99995202 = 0.99970255 DH6404 DH6404 SUPERSEDED SURVEY CONTROL DH6404 DH6404.No superseded survey control is available for this station. DH6404 DH6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6910043820(NAD 83) DH6404_MARKER: DD = SURVEY DISK DH6404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6404_STAMPING: GOGO 2004 DH6404_MARK LOGO: CSRC DH6404_PROJECTION: FLUSH DH6404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6404+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004 DH6404_ROD/PIPE-DEPTH: 3.7 meters DH6404 DH6404 HISTORY - Date Condition Report By DH6404 HISTORY - 20040809 MONUMENTED CADT DH6404 DH6404 STATION DESCRIPTION DH6404 DH6404'DESCRIBED BY CALTRANS 2004 (JRL) DH6404'THE STATION IS LOCATED 22.5 KM NORTHWEST OF QUINCY, 5 KM WEST OF DH6404'GREENVILLE, AND 44 KM SOUTHWEST OF SUSANVILLE. TO REACH THE STATION DH6404'FROM THE INTERSECTION OF HIGHWAY 89 AND HIDEAWAY ROAD ON THE SOUTH DH6404'EDGE OF GREENVILLE GO SOUTH ON HIDEAWAY ROAD 1.6 KM TO ROUND VALLEY DH6404'ROAD ON THE LEFT. TURN LEFT AND GO SOUTH UPHILL ON ROUND VALLEY ROAD DH6404'3.5 KM TO ROUND LAKE. TURN RIGHT AND GO NORTHWEST CROSSING THE DAM DH6404'AND SPILLWAY 5 KM TO A T-INTERSECTION. TURN RIGHT AND GO NORTHWEST DH6404'350 M TO A T-INTERSECTION. TURN LEFT AND GO 150 M TO A DIRT TRACK DH6404'LEFT. TURN LEFT AND GO 80 M TO A HUNTERS CAMP AND THE STATION 60 M DH6404'AHEAD IN A MEADOW. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE DH6404'WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M DH6404'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST, 82 M EAST OF A DIRT DH6404'ROAD, 35 M EAST OF THE WEST EDGE OF THE MEADOW, 60 M SOUTH OF THE DH6404'NORTH EDGE OF THE MEADOW, 99 M WEST OF THE EDGE OF THE MEADOW, AND DH6404'108 M NORTH OF THE SOUTH EDGE OF THE MEADOW. DH6404' DH6404'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6404'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6424 *********************************************************************** DH6424 DESIGNATION - GREENHORN DH6424 PID - DH6424 DH6424 STATE/COUNTY- CA/PLUMAS DH6424 USGS QUAD - SPRING GARDEN (1975) DH6424 DH6424 *CURRENT SURVEY CONTROL DH6424 ___________________________________________________________________ DH6424* NAD 83(1998)- 39 54 46.57157(N) 120 48 47.03520(W) ADJUSTED DH6424* NAVD 88 - 1183.8 (meters) 3884. (feet) GPS OBS DH6424 ___________________________________________________________________ DH6424 EPOCH DATE - 2004.69 DH6424 X - -2,509,870.184 (meters) COMP DH6424 Y - -4,208,164.324 (meters) COMP DH6424 Z - 4,071,319.886 (meters) COMP DH6424 LAPLACE CORR- 5.89 (seconds) DEFLEC99 DH6424 ELLIP HEIGHT- 1160.14 (meters) (09/28/05) GPS OBS DH6424 GEOID HEIGHT- -23.51 (meters) GEOID03 DH6424 DH6424 HORZ ORDER - B DH6424 ELLP ORDER - FOURTH CLASS I DH6424 DH6424.The horizontal coordinates were established by GPS observations DH6424.and adjusted by the National Geodetic Survey in September 2005. DH6424.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6424.DATUM ITEM on the data sheet items page. DH6424.The horizontal coordinates are valid at the epoch date displayed above. DH6424.The epoch date for horizontal control is a decimal equivalence DH6424.of Year/Month/Day. DH6424 DH6424.The orthometric height was determined by GPS observations and a DH6424.high-resolution geoid model. DH6424 DH6424.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6424 DH6424.The Laplace correction was computed from DEFLEC99 derived deflections. DH6424 DH6424.The ellipsoidal height was determined by GPS observations DH6424.and is referenced to NAD 83. DH6424 DH6424.The geoid height was determined by GEOID03. DH6424 DH6424; North East Units Scale Factor Converg. DH6424;SPC CA 1 - 565,046.939 2,101,484.774 MT 1.00002306 +0 46 34.0 DH6424;SPC CA 1 - 1,853,824.83 6,894,621.30 sFT 1.00002306 +0 46 34.0 DH6424;UTM 10 - 4,420,383.580 686,921.067 MT 1.00003015 +1 24 12.9 DH6424 DH6424! - Elev Factor x Scale Factor = Combined Factor DH6424!SPC CA 1 - 0.99981803 x 1.00002306 = 0.99984109 DH6424!UTM 10 - 0.99981803 x 1.00003015 = 0.99984818 DH6424 DH6424 SUPERSEDED SURVEY CONTROL DH6424 DH6424.No superseded survey control is available for this station. DH6424 DH6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8692120384(NAD 83) DH6424_MARKER: DD = SURVEY DISK DH6424_SETTING: 66 = SET IN ROCK OUTCROP DH6424_STAMPING: GREENHORN 2004 DH6424_MARK LOGO: CADT DH6424_MAGNETIC: N = NO MAGNETIC MATERIAL DH6424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6424+STABILITY: POSITION/ELEVATION WELL DH6424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6424+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004 DH6424 DH6424 HISTORY - Date Condition Report By DH6424 HISTORY - 20040401 MONUMENTED CADT DH6424 DH6424 STATION DESCRIPTION DH6424 DH6424'DESCRIBED BY CALTRANS 2004 (RLM) DH6424'THE STATION IS LOCATED ABOUT 16.9 KM SOUTHEAST OF KEDDIE, 9.5 KM EAST DH6424'OF QUINCY, AND 9.1 KM NORTHWEST OF SLOAT. TO REACH THE STATION FROM DH6424'THE INTERSECTION OF HIGHWAY 70 AND LA PORTE ROAD EAST OF QUINCY GO DH6424'EAST ON HIGHWAY 70 6.0 KM TO THE INTERSECTION OF OLD HIGHWAY 40 DH6424'ALTERNATE ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON OLD HIGHWAY 40 DH6424'ALTERNATE 1.0 KM TO THE END OF THE PAVEMENT AND A DIRT ROAD ON THE DH6424'LEFT. TURN LEFT AND GO NORTH UPHILL 112 M TO THE RAILROAD AND THE DH6424'END OF TRUCK TRAVEL. PACK EASTERLY ACROSS THE RAILROAD TRACKS 140 M DH6424'TO A CLEARING AND THE STATION. THE STATION IS A CADT BRASS DISK DH6424'GROUTED TO A 1 M BY 1 M ROCK OUTCROP PROJECTING 0.3 M ABOVE THE GROUND DH6424'32 M NORTHWEST OF A 0.6 M DBH PONDEROSA PINE TREE, 27 M NORTHEAST OF DH6424'A 0.5 M DBH PONDEROSA PINE TREE, 10 M NORTH FROM A 3.0 M BY 1.5 M DH6424'ROCK OUTCROP PROJECTING 1.2 M ABOVE THE GROUND, 14 M WEST OF A 2.5 M DH6424'BY 1.5 M ROCK OUTCROP PROJECTING 1.5 M ABOVE THE GROUND, AND 1.0 M DH6424'SOUTH OF A METAL GUARD POST. DH6424' DH6424'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6424'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS2012 *********************************************************************** KS2012 DESIGNATION - HPGN CA 02 27 KS2012 PID - KS2012 KS2012 STATE/COUNTY- CA/PLUMAS KS2012 USGS QUAD - JOHNSVILLE (1994) KS2012 KS2012 *CURRENT SURVEY CONTROL KS2012 ___________________________________________________________________ KS2012* NAD 83(1998)- 39 51 14.41692(N) 120 41 06.41312(W) ADJUSTED KS2012* NAVD 88 - 1330.69 (meters) 4365.8 (feet) LEVELING KS2012 ___________________________________________________________________ KS2012 EPOCH DATE - 2004.69 KS2012 X - -2,502,665.671 (meters) COMP KS2012 Y - -4,217,464.896 (meters) COMP KS2012 Z - 4,066,392.252 (meters) COMP KS2012 LAPLACE CORR- 6.48 (seconds) DEFLEC99 KS2012 ELLIP HEIGHT- 1307.32 (meters) (09/28/05) GPS OBS KS2012 GEOID HEIGHT- -23.27 (meters) GEOID03 KS2012 KS2012 HORZ ORDER - B KS2012 VERT ORDER - THIRD ? KS2012 ELLP ORDER - FOURTH CLASS I KS2012 KS2012.The horizontal coordinates were established by GPS observations KS2012.and adjusted by the National Geodetic Survey in September 2005. KS2012.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS2012.DATUM ITEM on the data sheet items page. KS2012.The horizontal coordinates are valid at the epoch date displayed above. KS2012.The epoch date for horizontal control is a decimal equivalence KS2012.of Year/Month/Day. KS2012 KS2012.The orthometric height was determined by differential leveling. KS2012.The vertical network tie was performed by a horz. field party for horz. KS2012.obs reductions. Reset procedures were used to establish the elevation. KS2012 KS2012.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2012 KS2012.The Laplace correction was computed from DEFLEC99 derived deflections. KS2012 KS2012.The ellipsoidal height was determined by GPS observations KS2012.and is referenced to NAD 83. KS2012 KS2012.The geoid height was determined by GEOID03. KS2012 KS2012; North East Units Scale Factor Converg. KS2012;SPC CA 1 - 558,660.304 2,112,522.157 MT 1.00003996 +0 51 35.2 KS2012;SPC CA 1 - 1,832,871.35 6,930,833.11 sFT 1.00003996 +0 51 35.2 KS2012;UTM 10 - 4,414,117.727 698,027.826 MT 1.00008280 +1 29 02.2 KS2012 KS2012! - Elev Factor x Scale Factor = Combined Factor KS2012!SPC CA 1 - 0.99979495 x 1.00003996 = 0.99983490 KS2012!UTM 10 - 0.99979495 x 1.00008280 = 0.99987773 KS2012 KS2012 SUPERSEDED SURVEY CONTROL KS2012 KS2012 NAD 83(1986)- 39 51 14.41636(N) 120 41 06.40505(W) AD(1984.00) 1 KS2012 NAD 83(1992)- 39 51 14.41395(N) 120 41 06.40820(W) AD(1991.35) B KS2012 ELLIP H (05/15/92) 1307.42 (m) GP(1991.35) 4 2 KS2012 KS2012.Superseded values are not recommended for survey control. KS2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2012.See file dsdata.txt to determine how the superseded data were derived. KS2012 KS2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9802814118(NAD 83) KS2012_MARKER: DD = SURVEY DISK KS2012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KS2012_SP_SET: ALUMINUM ALLOY ROD KS2012_STAMPING: HPGN 0227 1991 KS2012_MARK LOGO: CADT KS2012_PROJECTION: FLUSH KS2012_MAGNETIC: N = NO MAGNETIC MATERIAL KS2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2012+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 KS2012_ROD/PIPE-DEPTH: 2.7 meters KS2012 KS2012 HISTORY - Date Condition Report By KS2012 HISTORY - 1991 MONUMENTED CADT KS2012 HISTORY - 19910613 GOOD NGS KS2012 HISTORY - 19960810 GOOD CADT KS2012 HISTORY - 20031223 GOOD CADT KS2012 KS2012 STATION DESCRIPTION KS2012 KS2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KS2012'THE STATION IS LOCATED OFF OF STATE HIGHWAYS 89 AND 70, ABOUT 6.5 MI KS2012'(10.5 KM) NORTHWEST OF BLAIRSDEN. KS2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 AND 70, KS2012'0.25 MI (0.40 KM) WEST-NORTHWEST OF BLAIRSDEN, GO NORTHWEST ON KS2012'HIGHWAYS 89 AND 70 FOR 4.85 MI (7.81 KM) TO A SIDE ROAD LEFT (CAMP KS2012'LAYMAN ROAD). CONTINUE NORTHWEST FOR 1.45 MI (2.33 KM) TO A KS2012'CROSSROAD AT POST MILE 60.00. TURN LEFT AND GO SOUTHWEST FOR 200 FT KS2012'(61.0 M) ON OLD MILL POND ROAD TO THE STATION LOCATED ON THE RIGHT IN KS2012'THE OLD HIGHWAY ROADBED. KS2012'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KS2012'ACCESS COVER, SET IN THE CENTER OF THE ABANDONED ROADBED. LOCATED KS2012'185 FT (56.4 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAYS 89 AND 70, KS2012'44.5 FT (13.6 M) WEST OF THE CENTERLINE OF OLD MILL POND ROAD, 39 FT KS2012'(11.9 M) EAST OF AN 8 INCH PINE TREE, 23.7 FT (7.2 M) NORTHEAST OF KS2012'THE EDGE OF AN EMBANKMENT AND 21 FT (6.4 M) WEST OF A GUARD RAIL AT KS2012'THE WEST EDGE OF OLD MILL POND ROAD. KS2012'A VERTICAL TIE CAN BE MADE TO THIS STATION FROM BENCH MARK U-143. KS2012 KS2012 STATION RECOVERY (1996) KS2012 KS2012'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS2012'RECOVERED AS DESCRIBED. KS2012 KS2012 STATION RECOVERY (2003) KS2012 KS2012'RECOVERY NOTE BY CALTRANS 2003 (JRL) KS2012'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION KS2012'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DF4388 *********************************************************************** DF4388 DESIGNATION - HPGN D CA 02 CR DF4388 PID - DF4388 DF4388 STATE/COUNTY- CA/PLUMAS DF4388 USGS QUAD - STORRIE (1994) DF4388 DF4388 *CURRENT SURVEY CONTROL DF4388 ___________________________________________________________________ DF4388* NAD 83(1998)- 39 57 38.05214(N) 121 16 48.88155(W) ADJUSTED DF4388* NAVD 88 - 625.7 (meters) 2053. (feet) GPS OBS DF4388 ___________________________________________________________________ DF4388 EPOCH DATE - 2004.69 DF4388 X - -2,542,113.473 (meters) COMP DF4388 Y - -4,184,291.492 (meters) COMP DF4388 Z - 4,075,017.103 (meters) COMP DF4388 LAPLACE CORR- 7.82 (seconds) DEFLEC99 DF4388 ELLIP HEIGHT- 601.47 (meters) (09/13/05) GPS OBS DF4388 GEOID HEIGHT- -24.16 (meters) GEOID03 DF4388 DF4388 HORZ ORDER - A DF4388 ELLP ORDER - FOURTH CLASS I DF4388 DF4388.The horizontal coordinates were established by GPS observations DF4388.and adjusted by the National Geodetic Survey in September 2005. DF4388.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF4388.DATUM ITEM on the data sheet items page. DF4388.The horizontal coordinates are valid at the epoch date displayed above. DF4388.The epoch date for horizontal control is a decimal equivalence DF4388.of Year/Month/Day. DF4388 DF4388.The orthometric height was determined by GPS observations and a DF4388.high-resolution geoid model. DF4388 DF4388.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4388 DF4388.The Laplace correction was computed from DEFLEC99 derived deflections. DF4388 DF4388.The ellipsoidal height was determined by GPS observations DF4388.and is referenced to NAD 83. DF4388 DF4388.The geoid height was determined by GEOID03. DF4388 DF4388; North East Units Scale Factor Converg. DF4388;SPC CA 1 - 569,901.157 2,061,497.937 MT 1.00001016 +0 28 14.3 DF4388;SPC CA 1 - 1,869,750.71 6,763,431.15 sFT 1.00001016 +0 28 14.3 DF4388;UTM 10 - 4,424,796.939 646,886.089 MT 0.99986561 +1 06 17.0 DF4388 DF4388! - Elev Factor x Scale Factor = Combined Factor DF4388!SPC CA 1 - 0.99990565 x 1.00001016 = 0.99991581 DF4388!UTM 10 - 0.99990565 x 0.99986561 = 0.99977127 DF4388 DF4388 SUPERSEDED SURVEY CONTROL DF4388 DF4388 NAD 83(1992)- 39 57 38.04853(N) 121 16 48.87625(W) AD(1991.35) 1 DF4388 ELLIP H (03/13/03) 601.56 (m) GP(1991.35) 4 2 DF4388 DF4388.Superseded values are not recommended for survey control. DF4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF4388.See file dsdata.txt to determine how the superseded data were derived. DF4388 DF4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK4688624797(NAD 83) DF4388_MARKER: DD = SURVEY DISK DF4388_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DF4388_SP_SET: BRIDGE ABUTMENT DF4388_STAMPING: CA-HPGN-DENSIFICATION STA. 02-CR 1998 DF4388_MARK LOGO: CADT DF4388_MAGNETIC: N = NO MAGNETIC MATERIAL DF4388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4388+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DF4388 DF4388 HISTORY - Date Condition Report By DF4388 HISTORY - 1998 MONUMENTED CADT DF4388 HISTORY - 20031223 GOOD CADT DF4388 HISTORY - 20041005 GOOD CADT DF4388 DF4388 STATION DESCRIPTION DF4388 DF4388'DESCRIBED BY CALTRANS 1998 (JRL) DF4388'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 70, NEAR THE DF4388'ENTRANCE TO THE PGE DE SABLA HYDROELECTRIC OPERATIONS, ABOUT 34 MI DF4388'(54.7 KM) NORTHEAST OF CHICO, 34 MI (54.7 KM) NORTH NORTHEAST OF DF4388'OROVILLE, AND 18 MI (29.0 KM) WEST NORTHWEST OF QUINCY. TO REACH THE DF4388'STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 89, ABOUT 10 MI DF4388'(16.1 KM) NORTH OF QUINCY, GO WEST ON HIGHWAY 70 FOR 6.1 MI (9.8 KM) DF4388'TO TWAIN STORE ROAD ON THE LEFT. CONTINUE WEST ON HIGHWAY 70 FOR 17.0 DF4388'MI (27.4 KM) TO THE ACCESS ROAD AND BRIDGE FOR THE DE SABLA DF4388'HYDROELECTRIC OPERATIONS ON THE LEFT AT POSTMILE 9.9. TURN LEFT AND DF4388'GO SOUTH ON THE ACCESS ROAD AND BRIDGE FOR 0.05 MI (0.08 KM) TO THE DF4388'SOUTH END OF THE BRIDGE AND THE STATION ON THE RIGHT. THE STATION IS DF4388'A SURVEY DISK EPOXIED TO THE TOP OF THE SOUTHERLY ABUTMENT OF THE DF4388'ACCESS BRIDGE, 25.3 FT (7.7 M) NORTHWEST OF A STOP SIGN AND 3.8 FT DF4388'(1.2 M) EAST OF THE WEST EDGE OF THE SOUTH ABUTMENT. THE STATION WAS DF4388'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. DF4388 DF4388 STATION RECOVERY (2003) DF4388 DF4388'RECOVERY NOTE BY CALTRANS 2003 (JRL) DF4388'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF4388'HEIGHT MODERNIZATION PROJECT. DF4388 DF4388 STATION RECOVERY (2004) DF4388 DF4388'RECOVERY NOTE BY CALTRANS 2004 (JRL) DF4388'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF4388'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DF4389 *********************************************************************** DF4389 DESIGNATION - HPGN D CA 02 DS DF4389 PID - DF4389 DF4389 STATE/COUNTY- CA/PLUMAS DF4389 USGS QUAD - TWAIN (1994) DF4389 DF4389 *CURRENT SURVEY CONTROL DF4389 ___________________________________________________________________ DF4389* NAD 83(1998)- 40 01 06.16853(N) 121 04 00.69837(W) ADJUSTED DF4389* NAVD 88 - 849.2 (meters) 2786. (feet) GPS OBS DF4389 ___________________________________________________________________ DF4389 EPOCH DATE - 2004.69 DF4389 X - -2,524,472.014 (meters) COMP DF4389 Y - -4,190,342.953 (meters) COMP DF4389 Z - 4,080,079.364 (meters) COMP DF4389 LAPLACE CORR- 1.34 (seconds) DEFLEC99 DF4389 ELLIP HEIGHT- 825.20 (meters) (09/28/05) GPS OBS DF4389 GEOID HEIGHT- -23.91 (meters) GEOID03 DF4389 DF4389 HORZ ORDER - B DF4389 ELLP ORDER - FOURTH CLASS I DF4389 DF4389.The horizontal coordinates were established by GPS observations DF4389.and adjusted by the National Geodetic Survey in September 2005. DF4389.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF4389.DATUM ITEM on the data sheet items page. DF4389.The horizontal coordinates are valid at the epoch date displayed above. DF4389.The epoch date for horizontal control is a decimal equivalence DF4389.of Year/Month/Day. DF4389 DF4389.The orthometric height was determined by GPS observations and a DF4389.high-resolution geoid model. DF4389 DF4389.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4389 DF4389.The Laplace correction was computed from DEFLEC99 derived deflections. DF4389 DF4389.The ellipsoidal height was determined by GPS observations DF4389.and is referenced to NAD 83. DF4389 DF4389.The geoid height was determined by GEOID03. DF4389 DF4389; North East Units Scale Factor Converg. DF4389;SPC CA 1 - 576,491.684 2,079,661.128 MT 0.99999542 +0 36 36.6 DF4389;SPC CA 1 - 1,891,373.13 6,823,021.55 sFT 0.99999542 +0 36 36.6 DF4389;UTM 10 - 4,431,587.219 664,973.425 MT 0.99993506 +1 14 36.1 DF4389 DF4389! - Elev Factor x Scale Factor = Combined Factor DF4389!SPC CA 1 - 0.99987056 x 0.99999542 = 0.99986598 DF4389!UTM 10 - 0.99987056 x 0.99993506 = 0.99980563 DF4389 DF4389 SUPERSEDED SURVEY CONTROL DF4389 DF4389 NAD 83(1992)- 40 01 06.16477(N) 121 04 00.69339(W) AD(1991.35) 1 DF4389 ELLIP H (03/13/03) 825.30 (m) GP(1991.35) 4 2 DF4389 DF4389.Superseded values are not recommended for survey control. DF4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF4389.See file dsdata.txt to determine how the superseded data were derived. DF4389 DF4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6497331587(NAD 83) DF4389_MARKER: DD = SURVEY DISK DF4389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4389_STAMPING: CA-HPGN-DENSIFICATION STA. 02-DS 1998 DF4389_MARK LOGO: CADT DF4389_PROJECTION: FLUSH DF4389_MAGNETIC: N = NO MAGNETIC MATERIAL DF4389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4389+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 DF4389_ROD/PIPE-DEPTH: 3 meters DF4389 DF4389 HISTORY - Date Condition Report By DF4389 HISTORY - 1998 MONUMENTED CADT DF4389 HISTORY - 20031223 GOOD CADT DF4389 DF4389 STATION DESCRIPTION DF4389 DF4389'DESCRIBED BY CALTRANS 1998 (JRL) DF4389'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 70 AND DF4389'TWAIN STORE ROAD, ABOUT 10 MI (16.1 KM) NORTHWEST OF QUINCY AND 10 MI DF4389'(16.1 KM) SOUTHWEST OF CRESCENT MILLS. TO REACH THE STATION FROM THE DF4389'JUNCTION OF STATE HIGHWAYS 70 AND 89, ABOUT 10 MI (16.1 KM) NORTH OF DF4389'QUINCY, GO WEST ON HIGHWAY 70 FOR 6.1 MI (9.8 KM) TO TWAIN STORE ROAD DF4389'ON THE LEFT. TURN LEFT AND GO SOUTH ON TWAIN STORE ROAD FOR 0.3 MI DF4389'(0.5 KM) , CROSSING OVER THE FEATHER RIVER, TO GREYS FLAT ROAD ON THE DF4389'RIGHT. TURN RIGHT AND GO SOUTH AND EAST ON GREYS FLAT ROAD FOR 0.05 DF4389'MI (0.08 KM) TO THE STATION ON THE LEFT. THE STATION IS A SURVEY DISK DF4389'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE DF4389'GROUND, 24.4 FT (7.4 M) NORTH OF THE CENTER OF GREYS FLAT ROAD AND 0.6 DF4389'FT (18.3 CM) SOUTH OF AN ORANGE CARSONITE WITNESS POST. THE STATION DF4389'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. DF4389 DF4389 STATION RECOVERY (2003) DF4389 DF4389'RECOVERY NOTE BY CALTRANS 2003 (JRL) DF4389'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF4389'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DF4390 *********************************************************************** DF4390 DESIGNATION - HPGN D CA 02 ES DF4390 PID - DF4390 DF4390 STATE/COUNTY- CA/PLUMAS DF4390 USGS QUAD - CANYONDAM (1994) DF4390 DF4390 *CURRENT SURVEY CONTROL DF4390 ___________________________________________________________________ DF4390* NAD 83(1998)- 40 10 42.49926(N) 121 05 35.40074(W) ADJUSTED DF4390* NAVD 88 - 1373.6 (meters) 4507. (feet) GPS OBS DF4390 ___________________________________________________________________ DF4390 EPOCH DATE - 2004.69 DF4390 X - -2,520,689.014 (meters) COMP DF4390 Y - -4,179,720.884 (meters) COMP DF4390 Z - 4,094,017.262 (meters) COMP DF4390 LAPLACE CORR- 3.37 (seconds) DEFLEC99 DF4390 ELLIP HEIGHT- 1349.94 (meters) (09/28/05) GPS OBS DF4390 GEOID HEIGHT- -23.54 (meters) GEOID03 DF4390 DF4390 HORZ ORDER - B DF4390 ELLP ORDER - FOURTH CLASS I DF4390 DF4390.The horizontal coordinates were established by GPS observations DF4390.and adjusted by the National Geodetic Survey in September 2005. DF4390.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF4390.DATUM ITEM on the data sheet items page. DF4390.The horizontal coordinates are valid at the epoch date displayed above. DF4390.The epoch date for horizontal control is a decimal equivalence DF4390.of Year/Month/Day. DF4390 DF4390.The orthometric height was determined by GPS observations and a DF4390.high-resolution geoid model. DF4390 DF4390.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4390 DF4390.The Laplace correction was computed from DEFLEC99 derived deflections. DF4390 DF4390.The ellipsoidal height was determined by GPS observations DF4390.and is referenced to NAD 83. DF4390 DF4390.The geoid height was determined by GEOID03. DF4390 DF4390; North East Units Scale Factor Converg. DF4390;SPC CA 1 - 594,242.789 2,077,231.516 MT 0.99995983 +0 35 34.7 DF4390;SPC CA 1 - 1,949,611.55 6,815,050.40 sFT 0.99995983 +0 35 34.7 DF4390;UTM 10 - 4,449,309.453 662,347.242 MT 0.99992446 +1 13 49.8 DF4390 DF4390! - Elev Factor x Scale Factor = Combined Factor DF4390!SPC CA 1 - 0.99978827 x 0.99995983 = 0.99974811 DF4390!UTM 10 - 0.99978827 x 0.99992446 = 0.99971275 DF4390 DF4390 SUPERSEDED SURVEY CONTROL DF4390 DF4390 NAD 83(1992)- 40 10 42.49563(N) 121 05 35.39575(W) AD(1991.35) 1 DF4390 ELLIP H (03/13/03) 1350.04 (m) GP(1991.35) 4 2 DF4390 DF4390.Superseded values are not recommended for survey control. DF4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF4390.See file dsdata.txt to determine how the superseded data were derived. DF4390 DF4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6234749309(NAD 83) DF4390_MARKER: DD = SURVEY DISK DF4390_SETTING: 30 = SET IN A LIGHT STRUCTURE DF4390_SP_SET: BOAT RAMP DF4390_STAMPING: CA-HPGN-DENSIFICATION STA. 02-ES 1998 DF4390_MARK LOGO: CADT DF4390_MAGNETIC: N = NO MAGNETIC MATERIAL DF4390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4390+STABILITY: SURFACE MOTION DF4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4390+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 DF4390 DF4390 HISTORY - Date Condition Report By DF4390 HISTORY - 1998 MONUMENTED CADT DF4390 HISTORY - 20031223 GOOD CADT DF4390 DF4390 STATION DESCRIPTION DF4390 DF4390'DESCRIBED BY CALTRANS 1998 (JRL) DF4390'THE STATION IS LOCATED AT THE CANYON DAM BOAT RAMP AT THE SOUTH END OF DF4390'LAKE ALMANOR, ABOUT 11 MI (17.7 KM) SOUTHEAST OF CHESTER, 10 MI (16.1 DF4390'KM) SOUTHWEST OF WESTWOOD, AND 9 MI (14.5 KM) NORTHWEST OF GREENVILLE. DF4390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 89, DF4390'ABOUT 10 MI (16.1 KM) NORTH OF QUINCY, GO NORTH ON HIGHWAY 89 FOR 11.5 DF4390'MI (18.5 KM) TO THE INTERSECTION WITH MAIN STREET IN GREENVILLE. DF4390'CONTINUE NORTH ON HIGHWAY 89 FOR 8.8 MI (14.2 KM) TO THE JUNCTION WITH DF4390'HIGHWAY 147 ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 89 FOR 1.2 MI DF4390'(1.9 KM) TO THE INTERSECTION WITH THE ROAD TO OHIO VALLEY ON THE LEFT DF4390'AND A PAVED ROAD ON THE RIGHT TO THE CANYON DAM BOAT RAMP AT POSTMILE DF4390'30.74. TURN RIGHT AND GO EAST ON THE CANYON DAM BOAT RAMP ACCESS ROAD DF4390'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT IN A WALKWAY BETWEEN DF4390'THE BOAT RAMPS. THE STATION IS A SURVEY DISK EPOXIED INTO THE WALKWAY DF4390'AT THE TOP OF THE BOAT RAMPS. THE STATION WAS OCCUPIED AS PART OF A DF4390'CALIFORNIA HPGN DENSIFICATION SURVEY. DF4390 DF4390 STATION RECOVERY (2003) DF4390 DF4390'RECOVERY NOTE BY CALTRANS 2003 (JRL) DF4390'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF4390'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DF4391 *********************************************************************** DF4391 DESIGNATION - HPGN D CA 02 FR DF4391 PID - DF4391 DF4391 STATE/COUNTY- CA/PLUMAS DF4391 USGS QUAD - CHESTER (1995) DF4391 DF4391 *CURRENT SURVEY CONTROL DF4391 ___________________________________________________________________ DF4391* NAD 83(1998)- 40 17 19.73755(N) 121 14 26.97847(W) ADJUSTED DF4391* NAVD 88 - 1380.4 (meters) 4529. (feet) GPS OBS DF4391 ___________________________________________________________________ DF4391 EPOCH DATE - 2004.69 DF4391 X - -2,527,349.719 (meters) COMP DF4391 Y - -4,166,447.259 (meters) COMP DF4391 Z - 4,103,377.277 (meters) COMP DF4391 LAPLACE CORR- 1.17 (seconds) DEFLEC99 DF4391 ELLIP HEIGHT- 1356.54 (meters) (09/28/05) GPS OBS DF4391 GEOID HEIGHT- -23.66 (meters) GEOID03 DF4391 DF4391 HORZ ORDER - B DF4391 ELLP ORDER - FOURTH CLASS I DF4391 DF4391.The horizontal coordinates were established by GPS observations DF4391.and adjusted by the National Geodetic Survey in September 2005. DF4391.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF4391.DATUM ITEM on the data sheet items page. DF4391.The horizontal coordinates are valid at the epoch date displayed above. DF4391.The epoch date for horizontal control is a decimal equivalence DF4391.of Year/Month/Day. DF4391 DF4391.The orthometric height was determined by GPS observations and a DF4391.high-resolution geoid model. DF4391 DF4391.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4391 DF4391.The Laplace correction was computed from DEFLEC99 derived deflections. DF4391 DF4391.The ellipsoidal height was determined by GPS observations DF4391.and is referenced to NAD 83. DF4391 DF4391.The geoid height was determined by GEOID03. DF4391 DF4391; North East Units Scale Factor Converg. DF4391;SPC CA 1 - 606,374.656 2,064,550.032 MT 0.99993979 +0 29 47.1 DF4391;SPC CA 1 - 1,989,414.18 6,773,444.56 sFT 0.99993979 +0 29 47.1 DF4391;UTM 10 - 4,461,298.429 649,531.788 MT 0.99987525 +1 08 15.9 DF4391 DF4391! - Elev Factor x Scale Factor = Combined Factor DF4391!SPC CA 1 - 0.99978724 x 0.99993979 = 0.99972704 DF4391!UTM 10 - 0.99978724 x 0.99987525 = 0.99966252 DF4391 DF4391 SUPERSEDED SURVEY CONTROL DF4391 DF4391 NAD 83(1992)- 40 17 19.73383(N) 121 14 26.97344(W) AD(1991.35) 1 DF4391 ELLIP H (03/13/03) 1356.65 (m) GP(1991.35) 4 2 DF4391 DF4391.Superseded values are not recommended for survey control. DF4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF4391.See file dsdata.txt to determine how the superseded data were derived. DF4391 DF4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK4953261298(NAD 83) DF4391_MARKER: DD = SURVEY DISK DF4391_SETTING: 30 = SET IN A LIGHT STRUCTURE DF4391_SP_SET: LARGE DROP INLET DF4391_STAMPING: CA-HPGN-DENSIFICATION STA. 02-FR 1999 DF4391_MARK LOGO: CADT DF4391_MAGNETIC: N = NO MAGNETIC MATERIAL DF4391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4391+STABILITY: SURFACE MOTION DF4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4391+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 DF4391 DF4391 HISTORY - Date Condition Report By DF4391 HISTORY - 1999 MONUMENTED CADT DF4391 HISTORY - 20031223 GOOD CADT DF4391 DF4391 STATION DESCRIPTION DF4391 DF4391'DESCRIBED BY CALTRANS 1999 (JRL) DF4391'THE STATION IS LOCATED AT THE PLUMAS COUNTY AIRPORT IN CHESTER. TO DF4391'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 89, ABOUT DF4391'2 MI (3.2 KM) SOUTHWEST OF CHESTER, GO EAST ON HIGHWAY 36 FOR 1.15 MI DF4391'(1.85 KM) TO THE ENTRANCE OF THE PLUMAS COUNTY AIRPORT ON THE RIGHT. DF4391'TURN RIGHT AND GO SOUTH ON THE ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO A DF4391'T-INTERSECTION. TURN RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE DF4391'AIRPORT PARKING LOT. TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF DF4391'THE PARKING LOT FOR 0.05 MI (0.08 KM) TO A GATE. PASS THROUGH THE GATE DF4391'AND CONTINUE SOUTH FOR ABOUT 100 FT (30.5 M) TO THE SOUTH SIDE OF THE DF4391'HANGAR BUILDINGS. TURN RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE DF4391'AIRPORT OFFICE. TURN 45 DEGREES LEFT AND GO SOUTHWEST FOR 0.05 MI DF4391'(0.08 KM) TO AN ISLAND FORMED BY TAXIWAY A AND A SHORT TAXIWAY AND THE DF4391'STATION ABOUT 200 FT (61.0 M) SOUTH IN THE ISLAND. THE STATION IS A DF4391'SURVEY DISK EPOXIED IN THE SOUTHEAST CORNER OF A LARGE DRAINAGE DROP DF4391'INLET, 149.8 FT (45.7 M) NORTH OF TAXIWAY SIGN A 23-5, 66.9 FT (20.4 DF4391'M) EAST OF THE YELLOW STRIPE IN TAXIWAY A, AND 43.8 FT (13.4 M) WEST DF4391'OF THE YELLOW STRIPE IN TAXIWAY B. THE STATION WAS OCCUPIED AS PART DF4391'OF A CALIFORNIA HPGN DENSIFICATION SURVEY. DF4391 DF4391 STATION RECOVERY (2003) DF4391 DF4391'RECOVERY NOTE BY CALTRANS 2003 (JRL) DF4391'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF4391'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9837 *********************************************************************** AE9837 DESIGNATION - HPGN D CA 03 MN AE9837 PID - AE9837 AE9837 STATE/COUNTY- CA/PLUMAS AE9837 USGS QUAD - BLAIRSDEN (1994) AE9837 AE9837 *CURRENT SURVEY CONTROL AE9837 ___________________________________________________________________ AE9837* NAD 83(1998)- 39 46 37.67482(N) 120 33 57.66947(W) ADJUSTED AE9837* NAVD 88 - 1490.4 (meters) 4890. (feet) GPS OBS AE9837 ___________________________________________________________________ AE9837 EPOCH DATE - 2004.69 AE9837 X - -2,496,736.062 (meters) COMP AE9837 Y - -4,227,470.331 (meters) COMP AE9837 Z - 4,059,937.045 (meters) COMP AE9837 LAPLACE CORR- -0.45 (seconds) DEFLEC99 AE9837 ELLIP HEIGHT- 1467.00 (meters) (09/13/05) GPS OBS AE9837 GEOID HEIGHT- -23.29 (meters) GEOID03 AE9837 AE9837 HORZ ORDER - A AE9837 ELLP ORDER - FOURTH CLASS I AE9837 AE9837.The horizontal coordinates were established by GPS observations AE9837.and adjusted by the National Geodetic Survey in September 2005. AE9837.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9837.DATUM ITEM on the data sheet items page. AE9837.The horizontal coordinates are valid at the epoch date displayed above. AE9837.The epoch date for horizontal control is a decimal equivalence AE9837.of Year/Month/Day. AE9837 AE9837.The orthometric height was determined by GPS observations and a AE9837.high-resolution geoid model. AE9837 AE9837.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9837 AE9837.The Laplace correction was computed from DEFLEC99 derived deflections. AE9837 AE9837.The ellipsoidal height was determined by GPS observations AE9837.and is referenced to NAD 83. AE9837 AE9837.The geoid height was determined by GEOID03. AE9837 AE9837; North East Units Scale Factor Converg. AE9837;SPC CA 1 - 550,285.597 2,122,852.638 MT 1.00006356 +0 56 15.6 AE9837;SPC CA 1 - 1,805,395.33 6,964,725.70 sFT 1.00006356 +0 56 15.6 AE9837;UTM 10 - 4,405,855.221 708,449.233 MT 1.00013497 +1 33 28.2 AE9837 AE9837! - Elev Factor x Scale Factor = Combined Factor AE9837!SPC CA 1 - 0.99976991 x 1.00006356 = 0.99983345 AE9837!UTM 10 - 0.99976991 x 1.00013497 = 0.99990485 AE9837 AE9837 SUPERSEDED SURVEY CONTROL AE9837 AE9837 NAD 83(1992)- 39 46 37.67145(N) 120 33 57.66433(W) AD(1991.35) 1 AE9837 ELLIP H (05/26/98) 1467.09 (m) GP(1991.35) 4 2 AE9837 AE9837.Superseded values are not recommended for survey control. AE9837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9837.See file dsdata.txt to determine how the superseded data were derived. AE9837 AE9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK0844905855(NAD 83) AE9837_MARKER: DD = SURVEY DISK AE9837_SETTING: 80 = SET IN A BOULDER AE9837_STAMPING: CA-HPGN-DENSIFICATION STA. 03-MN 1994 AE9837_MARK LOGO: CADT AE9837_MAGNETIC: N = NO MAGNETIC MATERIAL AE9837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9837+STABILITY: SURFACE MOTION AE9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9837+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AE9837 AE9837 HISTORY - Date Condition Report By AE9837 HISTORY - 1994 MONUMENTED CADT AE9837 HISTORY - 20040901 GOOD CADT AE9837 HISTORY - 20041005 GOOD CADT AE9837 AE9837 STATION DESCRIPTION AE9837 AE9837'DESCRIBED BY CALTRANS 1994 (BES) AE9837'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 70, ABOUT 23 AE9837'MI (37.0 KM) SOUTHEAST OF QUINCY, 5 MI (8.0 KM) SOUTHWEST OF PORTOLA AE9837'AND 3 MI (4.8 KM) EAST OF BLAIRSDEN. TO REACH THE STATION FROM THE AE9837'JUNCTION OF STATE HIGHWAYS 70 AND 89 (SOUTH) IN BLAIRSDEN, GO EAST ON AE9837'HIGHWAY 70 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, THE WEST AE9837'INTERSECTION OF MOHAWK VISTA DRIVE. CONTINUE EAST ON HIGHWAY 70 FOR AE9837'2.2 MI (3.5 KM) TO A SIDE ROAD LEFT, THE EAST INTERSECTION OF MOHAWK AE9837'VISTA DRIVE. CONTINUE EAST ON HIGHWAY 70 FOR 0.2 MI (0.3 KM) TO THE AE9837'STATION ON THE RIGHT AT POST MILE 70.05. THE STATION IS 0.1 MI (0.2 AE9837'KM) WEST OF THE INTERSECTION OF HIGHWAY 70 AND SIERRA SPRINGS DRIVE. AE9837'THE STATION IS SET FLUSH IN THE TOP OF A PARTIALLY EXPOSED BOULDER AE9837'THAT PROJECTS 0.3 FT (9.1 CM) ABOVE GROUND, 120.5 FT (36.7 M) AE9837'WEST-SOUTHWEST OF A US FOREST SERVICE SURVEY DISK STAMPED N1/16 S7/S18 AE9837'LS 5623 1995, 92.0 FT (28.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY 70, AE9837'63 FT (19.2 M) EAST OF THE MOST EASTERLY PINE TREE OF A GROUP OF 3 AE9837'SMALL PINE TRESS ON THE SOUTH SIDE OF HIGHWAY 70, 11.0 FT (3.4 M) AE9837'NORTH OF THE RIGHT-OF-WAY FENCE, 11.0 FT (3.4 M) NORTH OF A CARSONITE AE9837'WITNESS POST AND ABOUT 5 FT (1.5 M) HIGHER THAN HIGHWAY 70. THE AE9837'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AE9837'SURVEY. AE9837 AE9837 STATION RECOVERY (2004) AE9837 AE9837'RECOVERY NOTE BY CALTRANS 2004 (JRL) AE9837'FOUND AS DESCRIBED AE9837 AE9837 STATION RECOVERY (2004) AE9837 AE9837'RECOVERY NOTE BY CALTRANS 2004 (JRL) AE9837'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AE9837'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AE9837'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9836 *********************************************************************** AE9836 DESIGNATION - HPGN D CA 03 MO AE9836 PID - AE9836 AE9836 STATE/COUNTY- CA/PLUMAS AE9836 USGS QUAD - PORTOLA (1994) AE9836 AE9836 *CURRENT SURVEY CONTROL AE9836 ___________________________________________________________________ AE9836* NAD 83(1998)- 39 49 06.38530(N) 120 23 29.11133(W) ADJUSTED AE9836* NAVD 88 - 1488.59 (meters) 4883.8 (feet) LEVELING AE9836 ___________________________________________________________________ AE9836 EPOCH DATE - 2004.69 AE9836 X - -2,482,355.744 (meters) COMP AE9836 Y - -4,232,525.008 (meters) COMP AE9836 Z - 4,063,460.591 (meters) COMP AE9836 LAPLACE CORR- -1.80 (seconds) DEFLEC99 AE9836 ELLIP HEIGHT- 1465.25 (meters) (09/28/05) GPS OBS AE9836 GEOID HEIGHT- -23.32 (meters) GEOID03 AE9836 AE9836 HORZ ORDER - B AE9836 VERT ORDER - THIRD ? AE9836 ELLP ORDER - FOURTH CLASS I AE9836 AE9836.The horizontal coordinates were established by GPS observations AE9836.and adjusted by the National Geodetic Survey in September 2005. AE9836.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9836.DATUM ITEM on the data sheet items page. AE9836.The horizontal coordinates are valid at the epoch date displayed above. AE9836.The epoch date for horizontal control is a decimal equivalence AE9836.of Year/Month/Day. AE9836 AE9836.The orthometric height was determined by differential leveling. AE9836.The vertical network tie was performed by a horz. field party for horz. AE9836.obs reductions. Reset procedures were used to establish the elevation. AE9836 AE9836.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9836 AE9836.The Laplace correction was computed from DEFLEC99 derived deflections. AE9836 AE9836.The ellipsoidal height was determined by GPS observations AE9836.and is referenced to NAD 83. AE9836 AE9836.The geoid height was determined by GEOID03. AE9836 AE9836; North East Units Scale Factor Converg. AE9836;SPC CA 1 - 555,131.295 2,137,725.216 MT 1.00005066 +1 03 06.6 AE9836;SPC CA 1 - 1,821,293.26 7,013,520.15 sFT 1.00005066 +1 03 06.6 AE9836;UTM 10 - 4,410,862.078 723,270.262 MT 1.00021375 +1 40 16.0 AE9836 AE9836! - Elev Factor x Scale Factor = Combined Factor AE9836!SPC CA 1 - 0.99977018 x 1.00005066 = 0.99982083 AE9836!UTM 10 - 0.99977018 x 1.00021375 = 0.99998388 AE9836 AE9836 SUPERSEDED SURVEY CONTROL AE9836 AE9836 NAD 83(1992)- 39 49 06.38172(N) 120 23 29.10603(W) AD(1991.35) 1 AE9836 ELLIP H (05/26/98) 1465.35 (m) GP(1991.35) 4 2 AE9836 AE9836.Superseded values are not recommended for survey control. AE9836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9836.See file dsdata.txt to determine how the superseded data were derived. AE9836 AE9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK2327010862(NAD 83) AE9836_MARKER: DD = SURVEY DISK AE9836_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AE9836_SP_SET: BRIDGE ABUTMENT AE9836_STAMPING: CA-HPGN-DENSIFICATION STA. 03-MO 1996 AE9836_MARK LOGO: CADT AE9836_MAGNETIC: N = NO MAGNETIC MATERIAL AE9836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9836+STABILITY: SURFACE MOTION AE9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9836+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004 AE9836 AE9836 HISTORY - Date Condition Report By AE9836 HISTORY - 1996 MONUMENTED CADT AE9836 HISTORY - 20040119 GOOD CADT AE9836 AE9836 STATION DESCRIPTION AE9836 AE9836'DESCRIBED BY CALTRANS 1996 (PTD) AE9836'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 70 AND AE9836'BECKWOURTH-CALPINE ROAD, ABOUT 12 MI (19.3 KM) NORTHWEST OF LOYALTON AE9836'AND 4 MI (6.4 KM) EAST OF PORTOLA. TO REACH THE STATION FROM THE AE9836'JUNCTION OF STATE HIGHWAYS 49 AND 70 IN VINTON, GO WEST ON HIGHWAY 70 AE9836'FOR 10.7 MI (17.2 KM) TO A SIDE ROAD RIGHT, BECKWOURTH-GENESEE ROAD IN AE9836'BECKWOURTH. CONTINUE WEST ON HIGHWAY 70 FOR 0.9 MI (1.4 KM) TO A SIDE AE9836'ROAD LEFT, BECKWOURTH-CALPINE ROAD. TURN LEFT AND GO SOUTH ON AE9836'BECKWOURTH-CALPINE ROAD FOR 0.2 MI (0.3 KM) TO THE SOUTH END OF THE AE9836'BRIDGE OVER THE MIDDLE FORK FEATHER RIVER AND THE STATION ON THE AE9836'RIGHT. THE STATION IS SET FLUSH IN THE TOP OF THE SOUTH BRIDGE AE9836'ABUTMENT, 27.7 FT (8.4 M) WEST OF BENCH MARK H 143 RESET, 13.4 FT (4.1 AE9836'M) WEST OF THE CENTERLINE OF BECKWOURTH-CALPINE ROAD, 1.9 FT (0.6 M) AE9836'EAST OF THE WEST EDGE OF THE BRIDGE AND 1.2 FT (0.4 M) NORTH OF THE AE9836'SOUTH EDGE OF THE ABUTMENT. THE STATION WAS OCCUPIED AS PART OF A AE9836'CALIFORNIA HPGN DENSIFICATION SURVEY. AE9836 AE9836 STATION RECOVERY (2004) AE9836 AE9836'RECOVERY NOTE BY CALTRANS 2004 (JRL) AE9836'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6426 *********************************************************************** DH6426 DESIGNATION - LEE DH6426 PID - DH6426 DH6426 STATE/COUNTY- CA/PLUMAS DH6426 USGS QUAD - SPRING GARDEN (1975) DH6426 DH6426 *CURRENT SURVEY CONTROL DH6426 ___________________________________________________________________ DH6426* NAD 83(1998)- 39 52 43.22250(N) 120 45 40.37028(W) ADJUSTED DH6426* NAVD 88 - 1354.2 (meters) 4443. (feet) GPS OBS DH6426 ___________________________________________________________________ DH6426 EPOCH DATE - 2004.69 DH6426 X - -2,507,376.059 (meters) COMP DH6426 Y - -4,212,643.636 (meters) COMP DH6426 Z - 4,068,509.949 (meters) COMP DH6426 LAPLACE CORR- 4.20 (seconds) DEFLEC99 DH6426 ELLIP HEIGHT- 1330.71 (meters) (09/28/05) GPS OBS DH6426 GEOID HEIGHT- -23.42 (meters) GEOID03 DH6426 DH6426 HORZ ORDER - B DH6426 ELLP ORDER - FOURTH CLASS I DH6426 DH6426.The horizontal coordinates were established by GPS observations DH6426.and adjusted by the National Geodetic Survey in September 2005. DH6426.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6426.DATUM ITEM on the data sheet items page. DH6426.The horizontal coordinates are valid at the epoch date displayed above. DH6426.The epoch date for horizontal control is a decimal equivalence DH6426.of Year/Month/Day. DH6426 DH6426.The orthometric height was determined by GPS observations and a DH6426.high-resolution geoid model. DH6426 DH6426.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6426 DH6426.The Laplace correction was computed from DEFLEC99 derived deflections. DH6426 DH6426.The ellipsoidal height was determined by GPS observations DH6426.and is referenced to NAD 83. DH6426 DH6426.The geoid height was determined by GEOID03. DH6426 DH6426; North East Units Scale Factor Converg. DH6426;SPC CA 1 - 561,304.198 2,105,971.643 MT 1.00003276 +0 48 36.1 DH6426;SPC CA 1 - 1,841,545.52 6,909,341.97 sFT 1.00003276 +0 48 36.1 DH6426;UTM 10 - 4,416,690.088 691,448.660 MT 1.00005125 +1 26 09.1 DH6426 DH6426! - Elev Factor x Scale Factor = Combined Factor DH6426!SPC CA 1 - 0.99979128 x 1.00003276 = 0.99982403 DH6426!UTM 10 - 0.99979128 x 1.00005125 = 0.99984252 DH6426 DH6426 SUPERSEDED SURVEY CONTROL DH6426 DH6426.No superseded survey control is available for this station. DH6426 DH6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9144916690(NAD 83) DH6426_MARKER: DD = SURVEY DISK DH6426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6426_STAMPING: LEE 2004 DH6426_MARK LOGO: CSRC DH6426_PROJECTION: FLUSH DH6426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6426+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6426_ROD/PIPE-DEPTH: 5.9 meters DH6426 DH6426 HISTORY - Date Condition Report By DH6426 HISTORY - 20040714 MONUMENTED CADT DH6426 DH6426 STATION DESCRIPTION DH6426 DH6426'DESCRIBED BY CALTRANS 2004 (RLM) DH6426'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 AT LEE SUMMIT ABOUT 16.5 DH6426'KM WEST OF BLAIRSDEN, 14.8 KM EAST OF QUINCY, AND 3.3 KM WEST OF DH6426'SLOAT. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND DH6426'HIGHWAY 89 IN BLAIRSDEN GO WEST ON HIGHWAY 70 17.8 KM TO THE STATION DH6426'ON THE LEFT AT POSTMILE 55.22 NEAR A CALTRANS MAINTENANCE SAND HOUSE. DH6426'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET DH6426'IN CONCRETE FLUSH WITH THE GROUND 1.0 M NORTH OF AN ORANGE CARSONITE DH6426'WITNESS POST, 41.0 M WEST OF THE CENTER OF THE PAVED ACCESS ROAD TO DH6426'THE SAND HOUSE, 15.8 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY 70, 4.2 DH6426'M NORTH OF A WIRE MESH FENCE, 4.0 M WEST OF A METAL GUARD POST, AND DH6426'ABOUT 2.0 M ABOVE THE HIGHWAY. DH6426' DH6426'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6426'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6427 *********************************************************************** DH6427 DESIGNATION - MAGGIE DH6427 PID - DH6427 DH6427 STATE/COUNTY- CA/PLUMAS DH6427 USGS QUAD - BELDEN (1995) DH6427 DH6427 *CURRENT SURVEY CONTROL DH6427 ___________________________________________________________________ DH6427* NAD 83(1998)- 40 00 19.67470(N) 121 15 49.23756(W) ADJUSTED DH6427* NAVD 88 - 681.0 (meters) 2234. (feet) GPS OBS DH6427 ___________________________________________________________________ DH6427 EPOCH DATE - 2004.69 DH6427 X - -2,539,262.949 (meters) COMP DH6427 Y - -4,182,324.428 (meters) COMP DH6427 Z - 4,078,872.672 (meters) COMP DH6427 LAPLACE CORR- 0.57 (seconds) DEFLEC99 DH6427 ELLIP HEIGHT- 656.85 (meters) (09/28/05) GPS OBS DH6427 GEOID HEIGHT- -24.03 (meters) GEOID03 DH6427 DH6427 HORZ ORDER - B DH6427 ELLP ORDER - FOURTH CLASS I DH6427 DH6427.The horizontal coordinates were established by GPS observations DH6427.and adjusted by the National Geodetic Survey in September 2005. DH6427.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6427.DATUM ITEM on the data sheet items page. DH6427.The horizontal coordinates are valid at the epoch date displayed above. DH6427.The epoch date for horizontal control is a decimal equivalence DH6427.of Year/Month/Day. DH6427 DH6427.The orthometric height was determined by GPS observations and a DH6427.high-resolution geoid model. DH6427 DH6427.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6427 DH6427.The Laplace correction was computed from DEFLEC99 derived deflections. DH6427 DH6427.The ellipsoidal height was determined by GPS observations DH6427.and is referenced to NAD 83. DH6427 DH6427.The geoid height was determined by GEOID03. DH6427 DH6427; North East Units Scale Factor Converg. DH6427;SPC CA 1 - 574,897.667 2,062,871.613 MT 0.99999863 +0 28 53.3 DH6427;SPC CA 1 - 1,886,143.43 6,767,937.95 sFT 0.99999863 +0 28 53.3 DH6427;UTM 10 - 4,429,807.672 648,204.169 MT 0.99987040 +1 06 59.1 DH6427 DH6427! - Elev Factor x Scale Factor = Combined Factor DH6427!SPC CA 1 - 0.99989697 x 0.99999863 = 0.99989560 DH6427!UTM 10 - 0.99989697 x 0.99987040 = 0.99976738 DH6427 DH6427 SUPERSEDED SURVEY CONTROL DH6427 DH6427.No superseded survey control is available for this station. DH6427 DH6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK4820429808(NAD 83) DH6427_MARKER: DD = SURVEY DISK DH6427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6427+WITH SETTING: INFORMATION. DH6427_STAMPING: MAGGIE 2004 DH6427_MARK LOGO: CSRC DH6427_PROJECTION: FLUSH DH6427_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6427+STABILITY: SURFACE MOTION DH6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6427+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6427_ROD/PIPE-DEPTH: 2.4 meters DH6427 DH6427 HISTORY - Date Condition Report By DH6427 HISTORY - 20040713 MONUMENTED CADT DH6427 DH6427 STATION DESCRIPTION DH6427 DH6427'DESCRIBED BY CALTRANS 2004 (FTC) DH6427'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 ABOUT 25.0 KM NORTHEAST DH6427'OF STIRLING CITY, 19.7 KM WEST OF TWAIN, AND 6.1 KM SOUTHWEST OF RICH DH6427'BAR. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND DH6427'CARIBOU ROAD IN CARIBOU GO SOUTH AND WEST ON HIGHWAY 70 4.0 KM TO THE DH6427'STATION ON THE RIGHT AT POSTMILE 14.14. THE STATION IS A SURVEY DISK DH6427'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE DH6427'GROUND 39.0 M EAT OF A POWER POLE NUMBER 463, 20.9 M NORTHWEST OF THE DH6427'WEST END OF THE NORTH GUARDRAIL OF THE BRIDGE OVER LITTLE INDIAN DH6427'CREEK, 1.1 M SOUTH OF AN ORANGE CARSONITE WITNESS POST, 12.9 M DH6427'NORTH-NORTHEAST OF THE YELLOW STRIPE OF HIGHWAY 70, 1.0 M DH6427'SOUTH-SOUTHWEST OF A METAL GUARD POST, AND ABOUT 2.0 M ABOVE THE DH6427'HIGHWAY. DH6427' DH6427'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6427'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6428 *********************************************************************** DH6428 DESIGNATION - MOHAWK DH6428 PID - DH6428 DH6428 STATE/COUNTY- CA/PLUMAS DH6428 USGS QUAD - JOHNSVILLE (1994) DH6428 DH6428 *CURRENT SURVEY CONTROL DH6428 ___________________________________________________________________ DH6428* NAD 83(1998)- 39 48 27.32413(N) 120 39 10.62484(W) ADJUSTED DH6428* NAVD 88 - 1366.4 (meters) 4483. (feet) GPS OBS DH6428 ___________________________________________________________________ DH6428 EPOCH DATE - 2004.69 DH6428 X - -2,501,995.035 (meters) COMP DH6428 Y - -4,221,732.993 (meters) COMP DH6428 Z - 4,062,456.737 (meters) COMP DH6428 LAPLACE CORR- 3.42 (seconds) DEFLEC99 DH6428 ELLIP HEIGHT- 1343.03 (meters) (09/28/05) GPS OBS DH6428 GEOID HEIGHT- -23.28 (meters) GEOID03 DH6428 DH6428 HORZ ORDER - B DH6428 ELLP ORDER - FOURTH CLASS I DH6428 DH6428.The horizontal coordinates were established by GPS observations DH6428.and adjusted by the National Geodetic Survey in September 2005. DH6428.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6428.DATUM ITEM on the data sheet items page. DH6428.The horizontal coordinates are valid at the epoch date displayed above. DH6428.The epoch date for horizontal control is a decimal equivalence DH6428.of Year/Month/Day. DH6428 DH6428.The orthometric height was determined by GPS observations and a DH6428.high-resolution geoid model. DH6428 DH6428.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6428 DH6428.The Laplace correction was computed from DEFLEC99 derived deflections. DH6428 DH6428.The ellipsoidal height was determined by GPS observations DH6428.and is referenced to NAD 83. DH6428 DH6428.The geoid height was determined by GEOID03. DH6428 DH6428; North East Units Scale Factor Converg. DH6428;SPC CA 1 - 553,548.995 2,115,353.573 MT 1.00005400 +0 52 50.9 DH6428;SPC CA 1 - 1,816,101.99 6,940,122.51 sFT 1.00005400 +0 52 50.9 DH6428;UTM 10 - 4,409,037.300 700,914.795 MT 1.00009699 +1 30 11.2 DH6428 DH6428! - Elev Factor x Scale Factor = Combined Factor DH6428!SPC CA 1 - 0.99978935 x 1.00005400 = 0.99984334 DH6428!UTM 10 - 0.99978935 x 1.00009699 = 0.99988632 DH6428 DH6428 SUPERSEDED SURVEY CONTROL DH6428 DH6428.No superseded survey control is available for this station. DH6428 DH6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK0091509037(NAD 83) DH6428_MARKER: DD = SURVEY DISK DH6428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6428_STAMPING: MOHAWK 2004 DH6428_MARK LOGO: CSRC DH6428_PROJECTION: FLUSH DH6428_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6428+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6428_ROD/PIPE-DEPTH: 3.7 meters DH6428 DH6428 HISTORY - Date Condition Report By DH6428 HISTORY - 20040714 MONUMENTED CADT DH6428 DH6428 STATION DESCRIPTION DH6428 DH6428'DESCRIBED BY CALTRANS 2004 (FTC) DH6428'THE STATION IS LOCATED TO ADJACENT TO PARKERS ROAD ABOUT 27.0 KM NORTH DH6428'OF SIERRA CITY, 26.6 KM EAST OF QUINCY, AND 15.8 KM WEST OF PORTOLA. DH6428'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND HIGHWAY DH6428'89 IN BLAIRSDEN GO WEST ON HIGHWAY 70 3.6 KM TO PARKERS ROAD ON THE DH6428'RIGHT AT POSTMILE 64.10. TURN RIGHT AND GO WEST ON PARKERS ROAD 454 DH6428'M TO A SMALL TURNOUT AND THE STATION ON THE LEFT. THE STATION IS A DH6428'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE DH6428'FLUSH WITH THE GROUND 66 M SOUTH OF A 0.45 M CULVERT, 18.4 M NORTH OF DH6428'A 0.3 M DBH PONDEROSA PINE, 10.3 M WEST OF THE CENTER OF PARKERS DH6428'ROAD, 10.0 M SOUTH OF A 0.3 M DBH PONDEROSA PINE, 1.0 M EAST OF A DH6428'METAL GUARD POST, 1.0 M EAST OF AN ORANGE CARSONITE WITNESS POST, AND DH6428'ABOUT LEVEL WITH THE ROAD. DH6428' DH6428'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6428'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6429 *********************************************************************** DH6429 DESIGNATION - PORTOLA DH6429 PID - DH6429 DH6429 STATE/COUNTY- CA/PLUMAS DH6429 USGS QUAD - PORTOLA (1994) DH6429 DH6429 *CURRENT SURVEY CONTROL DH6429 ___________________________________________________________________ DH6429* NAD 83(1998)- 39 48 25.72182(N) 120 29 03.83845(W) ADJUSTED DH6429* NAVD 88 - 1471.7 (meters) 4828. (feet) GPS OBS DH6429 ___________________________________________________________________ DH6429 EPOCH DATE - 2004.69 DH6429 X - -2,489,621.900 (meters) COMP DH6429 Y - -4,229,172.036 (meters) COMP DH6429 Z - 4,062,486.192 (meters) COMP DH6429 LAPLACE CORR- -0.41 (seconds) DEFLEC99 DH6429 ELLIP HEIGHT- 1448.35 (meters) (09/28/05) GPS OBS DH6429 GEOID HEIGHT- -23.28 (meters) GEOID03 DH6429 DH6429 HORZ ORDER - B DH6429 ELLP ORDER - FOURTH CLASS I DH6429 DH6429.The horizontal coordinates were established by GPS observations DH6429.and adjusted by the National Geodetic Survey in September 2005. DH6429.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6429.DATUM ITEM on the data sheet items page. DH6429.The horizontal coordinates are valid at the epoch date displayed above. DH6429.The epoch date for horizontal control is a decimal equivalence DH6429.of Year/Month/Day. DH6429 DH6429.The orthometric height was determined by GPS observations and a DH6429.high-resolution geoid model. DH6429 DH6429.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6429 DH6429.The Laplace correction was computed from DEFLEC99 derived deflections. DH6429 DH6429.The ellipsoidal height was determined by GPS observations DH6429.and is referenced to NAD 83. DH6429 DH6429.The geoid height was determined by GEOID03. DH6429 DH6429; North East Units Scale Factor Converg. DH6429;SPC CA 1 - 553,735.355 2,129,786.882 MT 1.00005414 +0 59 27.7 DH6429;SPC CA 1 - 1,816,713.41 6,987,475.80 sFT 1.00005414 +0 59 27.7 DH6429;UTM 10 - 4,409,380.157 715,346.382 MT 1.00017095 +1 36 40.0 DH6429 DH6429! - Elev Factor x Scale Factor = Combined Factor DH6429!SPC CA 1 - 0.99977283 x 1.00005414 = 0.99982696 DH6429!UTM 10 - 0.99977283 x 1.00017095 = 0.99994374 DH6429 DH6429 SUPERSEDED SURVEY CONTROL DH6429 DH6429.No superseded survey control is available for this station. DH6429 DH6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK1534609380(NAD 83) DH6429_MARKER: DD = SURVEY DISK DH6429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6429_STAMPING: PORTOLA 2004 DH6429_MARK LOGO: CSRC DH6429_PROJECTION: FLUSH DH6429_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6429+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6429_ROD/PIPE-DEPTH: 3.7 meters DH6429 DH6429 HISTORY - Date Condition Report By DH6429 HISTORY - 20040714 MONUMENTED CADT DH6429 DH6429 STATION DESCRIPTION DH6429 DH6429'DESCRIBED BY CALTRANS 2004 (FTC) DH6429'THE STATION IS LOCATED TO HIGHWAY 70 ABOUT 26.4 KM WEST OF VINTON, DH6429'16.2 KM NORTH OF CALPINE, AND 11.6 KM EAST OF BLAIRSDEN. TO REACH DH6429'THE STATION FROM THE INTERSECTION OF HIGHWAY 70 AND GULLING STREET IN DH6429'PORTOLA GO WEST ON HIGHWAY 70 1.5 KM TO THE STATION ON THE LEFT AT DH6429'POSTMILE 74.99. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH DH6429'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 36.8 M SOUTHEAST DH6429'OF THE SOUTH END OF A 0.9 M CULVERT LOCATED AT POSTMILE 74.98, 1.0 M DH6429'NORTH OF AN ORANGE CARSONITE WITNESS POST, 0.9 M WEST OF A METAL DH6429'GUARD POST, 16.6 M NORTH OF THE TOP BANK OF THE FEATHER RIVER, 15.8 M DH6429'SOUTH OF THE YELLOW STRIPE OF HIGHWAY 70, 13.8 M WEST OF POSTMILE DH6429'MARKER 75.00, 1.0 M NORTH OF A METAL GURAD POST, AND ABOUT 1.5 M DH6429'LOWER THAN THE HIGHWAY. DH6429' DH6429'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6429'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6430 *********************************************************************** DH6430 DESIGNATION - ROCK CREEK DH6430 PID - DH6430 DH6430 STATE/COUNTY- CA/PLUMAS DH6430 USGS QUAD - STORRIE (1994) DH6430 DH6430 *CURRENT SURVEY CONTROL DH6430 ___________________________________________________________________ DH6430* NAD 83(1998)- 39 54 23.77485(N) 121 20 49.59130(W) ADJUSTED DH6430* NAVD 88 - 627.1 (meters) 2057. (feet) GPS OBS DH6430 ___________________________________________________________________ DH6430 EPOCH DATE - 2004.69 DH6430 X - -2,548,996.244 (meters) COMP DH6430 Y - -4,184,607.748 (meters) COMP DH6430 Z - 4,070,422.634 (meters) COMP DH6430 LAPLACE CORR- 8.74 (seconds) DEFLEC99 DH6430 ELLIP HEIGHT- 602.37 (meters) (09/28/05) GPS OBS DH6430 GEOID HEIGHT- -24.65 (meters) GEOID03 DH6430 DH6430 HORZ ORDER - B DH6430 ELLP ORDER - FOURTH CLASS I DH6430 DH6430.The horizontal coordinates were established by GPS observations DH6430.and adjusted by the National Geodetic Survey in September 2005. DH6430.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6430.DATUM ITEM on the data sheet items page. DH6430.The horizontal coordinates are valid at the epoch date displayed above. DH6430.The epoch date for horizontal control is a decimal equivalence DH6430.of Year/Month/Day. DH6430 DH6430.The orthometric height was determined by GPS observations and a DH6430.high-resolution geoid model. DH6430 DH6430.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6430 DH6430.The Laplace correction was computed from DEFLEC99 derived deflections. DH6430 DH6430.The ellipsoidal height was determined by GPS observations DH6430.and is referenced to NAD 83. DH6430 DH6430.The geoid height was determined by GEOID03. DH6430 DH6430; North East Units Scale Factor Converg. DH6430;SPC CA 1 - 563,864.454 2,055,829.659 MT 1.00002483 +0 25 36.9 DH6430;SPC CA 1 - 1,849,945.30 6,744,834.47 sFT 1.00002483 +0 25 36.9 DH6430;UTM 10 - 4,418,698.886 641,285.847 MT 0.99984575 +1 03 38.0 DH6430 DH6430! - Elev Factor x Scale Factor = Combined Factor DH6430!SPC CA 1 - 0.99990551 x 1.00002483 = 0.99993034 DH6430!UTM 10 - 0.99990551 x 0.99984575 = 0.99975127 DH6430 DH6430 SUPERSEDED SURVEY CONTROL DH6430 DH6430.No superseded survey control is available for this station. DH6430 DH6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK4128618699(NAD 83) DH6430_MARKER: DD = SURVEY DISK DH6430_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6430+WITH SETTING: INFORMATION. DH6430_STAMPING: ROCK CREEK 2004 DH6430_MARK LOGO: CSRC DH6430_PROJECTION: FLUSH DH6430_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6430+STABILITY: SURFACE MOTION DH6430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6430+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6430_ROD/PIPE-DEPTH: 2.2 meters DH6430 DH6430 HISTORY - Date Condition Report By DH6430 HISTORY - 20040713 MONUMENTED CADT DH6430 DH6430 STATION DESCRIPTION DH6430 DH6430'DESCRIBED BY CALTRANS 2004 (FTC) DH6430'THE STATION IS LOCATED ABOUT 15.5 KM EAST OF STIRLING CITY, 17.6 KM DH6430'SOUTHWEST OF RICH BAR, AND 21.9 KM NORTHEAST OF CONCOW. TO REACH THE DH6430'STATION FROM THE INTERSECTION OF HIGHWAY 70 AND CARIBOU ROAD IN DH6430'CARIBOU GO SOUTH AND WEST ON HIGHWAY 70 21.6 KM TO ROCK CREEK ROAD AT DH6430'THE NORTH END OF THE ROCK CREEK BRIDGE AT POSTMILE 3.10. TURN RIGHT DH6430'AND GO NORTHEAST ON ROCK CREEK ROAD 1.7 KM TO A FORK. TAKE THE RIGHT DH6430'FORK AND GO EAST AND DOWNHILL 500 M TO A SMALL CLEARING AND THE DH6430'STATION ON THE RIGHT. THE STATION IS A SURVEY DISK ENCASED IN PVC DH6430'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M DH6430'EAST OF AN ORANGE CARSONITE WITNESS POST, 140 M WEST-SOUTHWEST OF THE DH6430'WESTERLY PENSTOCK STAND PIPE FOR THE ROCK CREEK POWERHOUSE, 70 M DH6430'SOUTH OF A WOOD WATER TANK, 16 M NORTH-NORTHWEST OF THE TOP OF THE DH6430'BANK, 7.7 M SOUTH OF THE CENTER OF A DIRT ROAD TO THE PENSTOCK, 1.0 M DH6430'NORTH-NORTHWEST OF A METAL GUARD POST, AND ABOUT 1.5 M LOWER THAN THE DH6430'DIRT ROAD. DH6430' DH6430'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6430'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6431 *********************************************************************** DH6431 DESIGNATION - RUSH CREEK DH6431 PID - DH6431 DH6431 STATE/COUNTY- CA/PLUMAS DH6431 USGS QUAD - TWAIN (1994) DH6431 DH6431 *CURRENT SURVEY CONTROL DH6431 ___________________________________________________________________ DH6431* NAD 83(1998)- 40 01 31.90363(N) 121 06 55.35704(W) ADJUSTED DH6431* NAVD 88 - 836.2 (meters) 2743. (feet) GPS OBS DH6431 ___________________________________________________________________ DH6431 EPOCH DATE - 2004.69 DH6431 X - -2,527,750.380 (meters) COMP DH6431 Y - -4,187,758.180 (meters) COMP DH6431 Z - 4,080,678.895 (meters) COMP DH6431 LAPLACE CORR- 0.92 (seconds) DEFLEC99 DH6431 ELLIP HEIGHT- 812.14 (meters) (09/28/05) GPS OBS DH6431 GEOID HEIGHT- -23.89 (meters) GEOID03 DH6431 DH6431 HORZ ORDER - B DH6431 ELLP ORDER - FOURTH CLASS I DH6431 DH6431.The horizontal coordinates were established by GPS observations DH6431.and adjusted by the National Geodetic Survey in September 2005. DH6431.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6431.DATUM ITEM on the data sheet items page. DH6431.The horizontal coordinates are valid at the epoch date displayed above. DH6431.The epoch date for horizontal control is a decimal equivalence DH6431.of Year/Month/Day. DH6431 DH6431.The orthometric height was determined by GPS observations and a DH6431.high-resolution geoid model. DH6431 DH6431.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6431 DH6431.The Laplace correction was computed from DEFLEC99 derived deflections. DH6431 DH6431.The ellipsoidal height was determined by GPS observations DH6431.and is referenced to NAD 83. DH6431 DH6431.The geoid height was determined by GEOID03. DH6431 DH6431; North East Units Scale Factor Converg. DH6431;SPC CA 1 - 577,242.428 2,075,511.474 MT 0.99999367 +0 34 42.4 DH6431;SPC CA 1 - 1,893,836.20 6,809,407.23 sFT 0.99999367 +0 34 42.4 DH6431;UTM 10 - 4,432,291.986 660,816.006 MT 0.99991838 +1 12 44.3 DH6431 DH6431! - Elev Factor x Scale Factor = Combined Factor DH6431!SPC CA 1 - 0.99987261 x 0.99999367 = 0.99986628 DH6431!UTM 10 - 0.99987261 x 0.99991838 = 0.99979100 DH6431 DH6431 SUPERSEDED SURVEY CONTROL DH6431 DH6431.No superseded survey control is available for this station. DH6431 DH6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6081632292(NAD 83) DH6431_MARKER: DD = SURVEY DISK DH6431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6431+WITH SETTING: INFORMATION. DH6431_STAMPING: RUSH CREEK 2004 DH6431_MARK LOGO: CSRC DH6431_PROJECTION: FLUSH DH6431_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6431+STABILITY: SURFACE MOTION DH6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6431+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DH6431_ROD/PIPE-DEPTH: 2.3 meters DH6431 DH6431 HISTORY - Date Condition Report By DH6431 HISTORY - 20040713 MONUMENTED CADT DH6431 DH6431 STATION DESCRIPTION DH6431 DH6431'DESCRIBED BY CALTRANS 2004 (FTC) DH6431'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 ABOUT 19.3 KM SOUTHWEST DH6431'OF GREENVILLE, 7.03 KM WEST OF TWAIN, AND 6.8 KM NORTHEAST OF RICH DH6431'BAR. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 89 AND DH6431'HIGHWAY 70 WEST OF QUINCY GO SOUTH AND WEST ON HIGHWAY 70 14.4 KM TO DH6431'THE STATION ON THE RIGHT AT THE END OF THE WEST BOUND PASSING LANE AT DH6431'POSTMILE 24.11. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH DH6431'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M EAST OF AN DH6431'ORANGE CARSONITE WITNESS POST, 19.1 M NORTH-NORTHEAST OF THE YELLOW DH6431'STRIPE OF HIGHWAY 70, 11.4 M WEST OF POWER POLE NUMBER 14/22, 35.6 M DH6431'SOUTHEAST OF POWER POLE NUMBER 14/21, 1.0 M SOUTH-SOUTHWEST OF A DH6431'METAL GUARD POST, AND ABOUT 2.5 M HIGHER THAN THE HIGHWAY. DH6431' DH6431'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6431'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6415 *********************************************************************** DH6415 DESIGNATION - VFS DH6415 PID - DH6415 DH6415 STATE/COUNTY- CA/PLUMAS DH6415 USGS QUAD - CRESCENT MILLS (1994) DH6415 DH6415 *CURRENT SURVEY CONTROL DH6415 ___________________________________________________________________ DH6415* NAD 83(1998)- 40 02 45.15517(N) 120 53 11.52379(W) ADJUSTED DH6415* NAVD 88 - 2187.8 (meters) 7178. (feet) GPS OBS DH6415 ___________________________________________________________________ DH6415 EPOCH DATE - 2004.69 DH6415 X - -2,510,789.284 (meters) COMP DH6415 Y - -4,197,461.571 (meters) COMP DH6415 Z - 4,083,278.832 (meters) COMP DH6415 LAPLACE CORR- 4.42 (seconds) DEFLEC99 DH6415 ELLIP HEIGHT- 2164.16 (meters) (09/28/05) GPS OBS DH6415 GEOID HEIGHT- -23.55 (meters) GEOID03 DH6415 DH6415 HORZ ORDER - B DH6415 ELLP ORDER - FOURTH CLASS I DH6415 DH6415.The horizontal coordinates were established by GPS observations DH6415.and adjusted by the National Geodetic Survey in September 2005. DH6415.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6415.DATUM ITEM on the data sheet items page. DH6415.The horizontal coordinates are valid at the epoch date displayed above. DH6415.The epoch date for horizontal control is a decimal equivalence DH6415.of Year/Month/Day. DH6415 DH6415.The orthometric height was determined by GPS observations and a DH6415.high-resolution geoid model. DH6415 DH6415.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6415 DH6415.The Laplace correction was computed from DEFLEC99 derived deflections. DH6415 DH6415.The ellipsoidal height was determined by GPS observations DH6415.and is referenced to NAD 83. DH6415 DH6415.The geoid height was determined by GEOID03. DH6415 DH6415; North East Units Scale Factor Converg. DH6415;SPC CA 1 - 579,724.250 2,095,015.837 MT 0.99998876 +0 43 41.1 DH6415;SPC CA 1 - 1,901,978.64 6,873,397.79 sFT 0.99998876 +0 43 41.1 DH6415;UTM 10 - 4,434,989.038 680,291.124 MT 1.00000016 +1 21 36.6 DH6415 DH6415! - Elev Factor x Scale Factor = Combined Factor DH6415!SPC CA 1 - 0.99966061 x 0.99998876 = 0.99964937 DH6415!UTM 10 - 0.99966061 x 1.00000016 = 0.99966077 DH6415 DH6415 SUPERSEDED SURVEY CONTROL DH6415 DH6415.No superseded survey control is available for this station. DH6415 DH6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK8029134989(NAD 83) DH6415_MARKER: DD = SURVEY DISK DH6415_SETTING: 66 = SET IN ROCK OUTCROP DH6415_STAMPING: VFS 2004 DH6415_MARK LOGO: CSRC DH6415_MAGNETIC: N = NO MAGNETIC MATERIAL DH6415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6415+STABILITY: POSITION/ELEVATION WELL DH6415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6415+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004 DH6415 DH6415 HISTORY - Date Condition Report By DH6415 HISTORY - 20040809 MONUMENTED CADT DH6415 DH6415 STATION DESCRIPTION DH6415 DH6415'DESCRIBED BY CALTRANS 2004 (JRL) DH6415'THE STATION IS LOCATED ON TOP OF HOUGH MOUNTAIN ON A ROCK OUTCROP DH6415'OVERLOOKING CRYSTAL LAKE 13 KM NORTHEAST OF QUINCY, 41 KM SOUTHEAST DH6415'OF CHESTER, AND 46 KM SOUTHWEST OF SUSANVILLE. TO REACH THE STATION DH6415'FROM THE INTERSECTION OF HIGHWAY 70 AND QUINCY JUNCTION ROAD IN DH6415'QUINCY GO NORTHEAST ON QUINCY JUNCTION ROAD 4.3 KM TO HOUGH MOUNTAIN DH6415'ROAD (PLUMAS COUNTY ROAD 403) ON THE LEFT. TURN LEFT AND GO NORTH AND DH6415'UPHILL ON HOUGH MOUNTAIN ROAD 275 M TO A RAILROAD CROSSING. CONTINUE DH6415'NORTH ON HOUGH MOUNTAIN ROAD 3.5 KM TO A CROSSROAD. CONTINUE NORTH DH6415'ON HOUGH MOUNTAIN ROAD 3.1 KM TO A FORK AND A SIGN MT. HOUGH 5 KING DH6415'SOLOMON SADDLE 8. TAKE THE LEFT FORK AND CONTINUE NORTH ON HOUGH DH6415'MOUNTAIN ROAD 4.5 KM TO A ROAD ON THE LEFT. TURN LEFT AND GO UPHILL DH6415'3.9 KM TO A FORK. TAKE THE RIGHT FORK AND GO UPHILL 450 M TO A ROCK DH6415'OUTCROP AND THE STATION 45 M ON THE LEFT. THE STATION IS A SURVEY DH6415'DISK EPOXIED TO A ROCK OUTCROP 2.1 M WEST OF THE HGIH POINT OF THE DH6415'OUTCROP, 175 M WEST OF THE LOOKOUT TOWER, 19 M SOUTH OF THE NORTH DH6415'EDGE OF A STEEP DROP INTO CRYSTAL LAKE, AND 62 M WEST OF THE DIRT DH6415'ROAD. DH6415' DH6415'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6415'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6433 *********************************************************************** DH6433 DESIGNATION - VINTON DH6433 PID - DH6433 DH6433 STATE/COUNTY- CA/PLUMAS DH6433 USGS QUAD - CHILCOOT (1994) DH6433 DH6433 *CURRENT SURVEY CONTROL DH6433 ___________________________________________________________________ DH6433* NAD 83(1998)- 39 47 55.74083(N) 120 08 53.55909(W) ADJUSTED DH6433* NAVD 88 - 1531.8 (meters) 5026. (feet) GPS OBS DH6433 ___________________________________________________________________ DH6433 EPOCH DATE - 2004.69 DH6433 X - -2,465,084.566 (meters) COMP DH6433 Y - -4,244,259.024 (meters) COMP DH6433 Z - 4,061,813.994 (meters) COMP DH6433 LAPLACE CORR- -0.56 (seconds) DEFLEC99 DH6433 ELLIP HEIGHT- 1508.25 (meters) (09/28/05) GPS OBS DH6433 GEOID HEIGHT- -23.54 (meters) GEOID03 DH6433 DH6433 HORZ ORDER - B DH6433 ELLP ORDER - FOURTH CLASS I DH6433 DH6433.The horizontal coordinates were established by GPS observations DH6433.and adjusted by the National Geodetic Survey in September 2005. DH6433.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6433.DATUM ITEM on the data sheet items page. DH6433.The horizontal coordinates are valid at the epoch date displayed above. DH6433.The epoch date for horizontal control is a decimal equivalence DH6433.of Year/Month/Day. DH6433 DH6433.The orthometric height was determined by GPS observations and a DH6433.high-resolution geoid model. DH6433 DH6433.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6433 DH6433.The Laplace correction was computed from DEFLEC99 derived deflections. DH6433 DH6433.The ellipsoidal height was determined by GPS observations DH6433.and is referenced to NAD 83. DH6433 DH6433.The geoid height was determined by GEOID03. DH6433 DH6433; North East Units Scale Factor Converg. DH6433;SPC CA 1 - 553,364.018 2,158,591.701 MT 1.00005672 +1 12 39.1 DH6433;SPC CA 1 - 1,815,495.12 7,081,979.61 sFT 1.00005672 +1 12 39.1 DH6433;UTM 10 - 4,409,319.405 744,159.157 MT 1.00033398 +1 49 34.7 DH6433 DH6433! - Elev Factor x Scale Factor = Combined Factor DH6433!SPC CA 1 - 0.99976344 x 1.00005672 = 0.99982015 DH6433!UTM 10 - 0.99976344 x 1.00033398 = 1.00009734 DH6433 DH6433 SUPERSEDED SURVEY CONTROL DH6433 DH6433.No superseded survey control is available for this station. DH6433 DH6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK4415909319(NAD 83) DH6433_MARKER: DD = SURVEY DISK DH6433_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6433+WITH SETTING: INFORMATION. DH6433_STAMPING: VINTON 2004 DH6433_MARK LOGO: CSRC DH6433_PROJECTION: PROJECTING 10 CENTIMETERS DH6433_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6433+STABILITY: SURFACE MOTION DH6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6433+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004 DH6433_ROD/PIPE-DEPTH: 0.92 meters DH6433 DH6433 HISTORY - Date Condition Report By DH6433 HISTORY - 20040714 MONUMENTED CADT DH6433 DH6433 STATION DESCRIPTION DH6433 DH6433'DESCRIBED BY CALTRANS 2004 (FTC) DH6433'THE STATION IS LOCATED ADJACENT TO HIGHWAY 70 WEST OF CHILCOOT ABOUT DH6433'34.1 KM NORTH OF VERDI, 27.4 KM EAST OF PORTOLA, AND 15.9 KM DH6433'NORTHEAST OF LOYALTON. TO REACH THE STATION FROM THE INTERSECTION OF DH6433'HIGHWAY 70 AND HIGHWAY 49 IN VINTON GO EAST ON HIGHWAY 70 2.7 KM TO DH6433'THE STATION ON THE LEFT ON TOP OF THE NORTH CUTBANK AT POSTMILE 93.74. DH6433'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER DH6433'SET IN CONCRETE PROJECTING 10 CM ABOVE THE GROUND 1.0 M EAST OF AN DH6433'ORANGE CARSONITE WITNESS POST, 155 M EAST OF THE CENTER OF THE DH6433'DRIVEWAY TO THE BRUNER FIRE STATION NO. 2, 27.7 M NORTH OF THE YELLOW DH6433'STRIPE OF HIGHWAY 70, 11.5 M NORTH OF THE TOP OF THE CUTBANK, 5.7 M DH6433'NORTH-NORTHWEST OF A CADT MONUMENT NAMED LUPINE, 2.6 M SOUTH OF A DH6433'WIRE FENCE, 1.0 M SOUTH OF A METAL GUARD POST, AND ABOUT 3.0 M HIGHER DH6433'THAN THE HIGHWAY. DH6433' DH6433'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6433'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6416 *********************************************************************** DH6416 DESIGNATION - WOLF DH6416 PID - DH6416 DH6416 STATE/COUNTY- CA/PLUMAS DH6416 USGS QUAD - STOVER MTN (1995) DH6416 DH6416 *CURRENT SURVEY CONTROL DH6416 ___________________________________________________________________ DH6416* NAD 83(1998)- 40 15 29.27792(N) 121 16 46.40087(W) ADJUSTED DH6416* NAVD 88 - 1435.3 (meters) 4709. (feet) GPS OBS DH6416 ___________________________________________________________________ DH6416 EPOCH DATE - 2004.69 DH6416 X - -2,531,330.954 (meters) COMP DH6416 Y - -4,166,656.506 (meters) COMP DH6416 Z - 4,100,812.735 (meters) COMP DH6416 LAPLACE CORR- -0.59 (seconds) DEFLEC99 DH6416 ELLIP HEIGHT- 1411.46 (meters) (09/28/05) GPS OBS DH6416 GEOID HEIGHT- -23.69 (meters) GEOID03 DH6416 DH6416 HORZ ORDER - B DH6416 ELLP ORDER - FOURTH CLASS I DH6416 DH6416.The horizontal coordinates were established by GPS observations DH6416.and adjusted by the National Geodetic Survey in September 2005. DH6416.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6416.DATUM ITEM on the data sheet items page. DH6416.The horizontal coordinates are valid at the epoch date displayed above. DH6416.The epoch date for horizontal control is a decimal equivalence DH6416.of Year/Month/Day. DH6416 DH6416.The orthometric height was determined by GPS observations and a DH6416.high-resolution geoid model. DH6416 DH6416.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6416 DH6416.The Laplace correction was computed from DEFLEC99 derived deflections. DH6416 DH6416.The ellipsoidal height was determined by GPS observations DH6416.and is referenced to NAD 83. DH6416 DH6416.The geoid height was determined by GEOID03. DH6416 DH6416; North East Units Scale Factor Converg. DH6416;SPC CA 1 - 602,940.103 2,061,285.163 MT 0.99994499 +0 28 15.9 DH6416;SPC CA 1 - 1,978,145.99 6,762,733.07 sFT 0.99994499 +0 28 15.9 DH6416;UTM 10 - 4,457,827.812 646,305.790 MT 0.99986350 +1 06 43.2 DH6416 DH6416! - Elev Factor x Scale Factor = Combined Factor DH6416!SPC CA 1 - 0.99977863 x 0.99994499 = 0.99972363 DH6416!UTM 10 - 0.99977863 x 0.99986350 = 0.99964216 DH6416 DH6416 SUPERSEDED SURVEY CONTROL DH6416 DH6416.No superseded survey control is available for this station. DH6416 DH6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK4630657828(NAD 83) DH6416_MARKER: DD = SURVEY DISK DH6416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6416_STAMPING: WOLF 2004 DH6416_MARK LOGO: CSRC DH6416_PROJECTION: FLUSH DH6416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6416+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004 DH6416_ROD/PIPE-DEPTH: 7.9 meters DH6416 DH6416 HISTORY - Date Condition Report By DH6416 HISTORY - 20040810 MONUMENTED CADT DH6416 DH6416 STATION DESCRIPTION DH6416 DH6416'DESCRIBED BY CALTRANS 2004 (JRL) DH6416'THE STATION IS LOCATED IN A MEADOW SOUTH OF HIGHWAY 36 6 KM WEST OF DH6416'CHESTER, 46 KM NORTHWEST OF QUINCY, AND 28 KM SOUTHEAST OF MINERAL. DH6416'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 89 AND HIGHWAY DH6416'36 WEST OF CHESTER GO WEST ON HIGHWAY 36 5.6 KM TO A GRAVEL ROAD ON DH6416'THE LEFT AND RIGHT AT POSTMILE 2.83. TURN LEFT AND GO SOUTH ON THE DH6416'GRAVEL ROAD 400 M TO A T-INTERSECTION. TURN LEFT AND GO EAST ON A DH6416'GRAVEL ROAD 1.4 KM TO A GRAVEL ROAD ON THE RIGHT. CONTINUE EAST ON DH6416'THE GRAVEL ROAD 480 M TO A DIRT TRACK ON THE LEFT. TURN LEFT AND GO DH6416'NORTH ON THE DIRT TRACK 125 M TO THE END OF THE TRACK ON THE SOUTH DH6416'EDGE OF A MEADOW AND THE STATION 90 M AHEAD ON A SMALL KNOLL NEAR THE DH6416'WEST EDGE OF THE MEADOW. THE STATION IS A SURVEY DISK ENCASED IN PVC DH6416'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M DH6416'SOUTH OF AN ORANGE CARSONITE WITNESS POST, 1.0 M EAST OF A WHITE DH6416'CARSONITE POST WITH AMBER REFLECTOR, 116 M WEST OF A DIRT ROAD, AND DH6416'216 M NORTH OF THE GRAVEL ROAD. DH6416' DH6416'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6416'HEIGHT MODERNIZATION PROJECT.