1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6437 *********************************************************************** DH6437 DESIGNATION - 19 386 DH6437 PID - DH6437 DH6437 STATE/COUNTY- CA/PLACER DH6437 USGS QUAD - DUTCH FLAT (1979) DH6437 DH6437 *CURRENT SURVEY CONTROL DH6437 ___________________________________________________________________ DH6437* NAD 83(1998)- 39 14 13.80273(N) 120 45 09.53088(W) ADJUSTED DH6437* NAVD 88 - 1314.6 (meters) 4313. (feet) GPS OBS DH6437 ___________________________________________________________________ DH6437 EPOCH DATE - 2004.69 DH6437 X - -2,529,928.497 (meters) COMP DH6437 Y - -4,251,980.344 (meters) COMP DH6437 Z - 4,013,560.576 (meters) COMP DH6437 LAPLACE CORR- 8.21 (seconds) DEFLEC99 DH6437 ELLIP HEIGHT- 1289.76 (meters) (09/28/05) GPS OBS DH6437 GEOID HEIGHT- -24.77 (meters) GEOID03 DH6437 DH6437 HORZ ORDER - B DH6437 ELLP ORDER - FOURTH CLASS I DH6437 DH6437.The horizontal coordinates were established by GPS observations DH6437.and adjusted by the National Geodetic Survey in September 2005. DH6437.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6437.DATUM ITEM on the data sheet items page. DH6437.The horizontal coordinates are valid at the epoch date displayed above. DH6437.The epoch date for horizontal control is a decimal equivalence DH6437.of Year/Month/Day. DH6437 DH6437.The orthometric height was determined by GPS observations and a DH6437.high-resolution geoid model. DH6437 DH6437.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6437 DH6437.The Laplace correction was computed from DEFLEC99 derived deflections. DH6437 DH6437.The ellipsoidal height was determined by GPS observations DH6437.and is referenced to NAD 83. DH6437 DH6437.The geoid height was determined by GEOID03. DH6437 DH6437; North East Units Scale Factor Converg. DH6437;SPC CA 2 - 675,073.596 2,107,679.820 MT 0.99991820 +0 47 11.1 DH6437;SPC CA 2 - 2,214,803.96 6,914,946.21 sFT 0.99991820 +0 47 11.1 DH6437;UTM 10 - 4,345,502.637 693,960.914 MT 1.00006324 +1 25 19.1 DH6437 DH6437! - Elev Factor x Scale Factor = Combined Factor DH6437!SPC CA 2 - 0.99979769 x 0.99991820 = 0.99971590 DH6437!UTM 10 - 0.99979769 x 1.00006324 = 0.99986092 DH6437 DH6437 SUPERSEDED SURVEY CONTROL DH6437 DH6437.No superseded survey control is available for this station. DH6437 DH6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ9396145503(NAD 83) DH6437_MARKER: DD = SURVEY DISK DH6437_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DH6437_SP_SET: SIDEWALK ON OVERPASS STRUCTURE DH6437_STAMPING: 19-386 DH6437_MARK LOGO: CADT DH6437_MAGNETIC: N = NO MAGNETIC MATERIAL DH6437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6437+STABILITY: POSITION/ELEVATION WELL DH6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6437+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 DH6437 DH6437 HISTORY - Date Condition Report By DH6437 HISTORY - UNK MONUMENTED CADT DH6437 HISTORY - 20040511 GOOD CADT DH6437 DH6437 STATION DESCRIPTION DH6437 DH6437'DESCRIBED BY CALTRANS 2004 (RLM) DH6437'THE STATION IS LOCATED IN PLACER COUNTY NEAR DRUM FOREBAY ABOUT 21 KM DH6437'NORTHEAST OF CHICAGO PARK, 14.1 KM SOUTHEAST OF WASHINGTON, AND 4.3 DH6437'KM WEST-SOUTHWEST OF BLUE CANYON. DH6437' DH6437'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND THE DH6437'BLUE CANYON ROAD UNDERCROSSING NEAR NYACK PROCEED 6.7 KM DH6437'SOUTHWESTERLY ON INTERSTATE 80 TO THE DRUM FOREBAY OFF-RAMP, KEEP DH6437'RIGHT AND PROCEED ON THE OFF-RAMP 260 M SOUTHWESTERLY TO A STOP SIGN. DH6437'TURN LEFT ON DRUM FOREBAY ROAD FOR 70 M TO THE CENTER OF THE OVERCROSS DH6437'BRIDGE AND THE STATION ON THE RIGHT. DH6437' DH6437'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN THE CENTER OF DH6437'THE SIDEWALK ON THE WEST SIDE OF BRIDGE NO. 19-114 AT THE DRUM FORBAY DH6437'ROAD OVERCROSS OVER INTERSTATE 80. THE STATION 50 M EAST OF THE WEST DH6437'END OF THE SIDEWALK, 15.3 M WEST OF THE EAST END OF THE SIDEWALK, 5.3 DH6437'M SOUTH OF THE CENTERLINE OF DRUM FOREBAY ROAD, 0.76 M NORTH OF THE DH6437'SOUTHERLY BRIDGE BARRIER RAIL, AND ABOUT 0.25 M ABOVE THE ROADWAY. DH6437'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE DH6437'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4674 *********************************************************************** JS4674 DESIGNATION - AUBURN 2 RM 7 JS4674 PID - JS4674 JS4674 STATE/COUNTY- CA/PLACER JS4674 USGS QUAD - AUBURN (1981) JS4674 JS4674 *CURRENT SURVEY CONTROL JS4674 ___________________________________________________________________ JS4674* NAD 83(1998)- 38 54 41.03346(N) 121 03 52.25922(W) ADJUSTED JS4674* NAVD 88 - 468.9 (meters) 1538. (feet) GPS OBS JS4674 ___________________________________________________________________ JS4674 EPOCH DATE - 2004.69 JS4674 X - -2,564,459.459 (meters) COMP JS4674 Y - -4,257,111.703 (meters) COMP JS4674 Z - 3,984,944.936 (meters) COMP JS4674 LAPLACE CORR- 9.94 (seconds) DEFLEC99 JS4674 ELLIP HEIGHT- 440.65 (meters) (09/28/05) GPS OBS JS4674 GEOID HEIGHT- -28.07 (meters) GEOID03 JS4674 JS4674 HORZ ORDER - B JS4674 ELLP ORDER - FOURTH CLASS I JS4674 JS4674.The horizontal coordinates were established by GPS observations JS4674.and adjusted by the National Geodetic Survey in September 2005. JS4674.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4674.DATUM ITEM on the data sheet items page. JS4674.The horizontal coordinates are valid at the epoch date displayed above. JS4674.The epoch date for horizontal control is a decimal equivalence JS4674.of Year/Month/Day. JS4674 JS4674.The orthometric height was determined by GPS observations and a JS4674.high-resolution geoid model. JS4674 JS4674.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4674 JS4674.The Laplace correction was computed from DEFLEC99 derived deflections. JS4674 JS4674.The ellipsoidal height was determined by GPS observations JS4674.and is referenced to NAD 83. JS4674 JS4674.The geoid height was determined by GEOID03. JS4674 JS4674; North East Units Scale Factor Converg. JS4674;SPC CA 2 - 638,589.323 2,081,130.559 MT 0.99991922 +0 35 23.3 JS4674;SPC CA 2 - 2,095,105.14 6,827,842.51 sFT 0.99991922 +0 35 23.3 JS4674;UTM 10 - 4,308,725.134 667,812.541 MT 0.99994678 +1 12 57.6 JS4674 JS4674! - Elev Factor x Scale Factor = Combined Factor JS4674!SPC CA 2 - 0.99993087 x 0.99991922 = 0.99985009 JS4674!UTM 10 - 0.99993087 x 0.99994678 = 0.99987765 JS4674 JS4674 SUPERSEDED SURVEY CONTROL JS4674 JS4674 NAD 83(1986)- 38 54 41.02231(N) 121 03 52.24691(W) AD(1984.00) 1 JS4674 NAD 83(1992)- 38 54 41.03049(N) 121 03 52.25367(W) AD(1991.35) B JS4674 ELLIP H (05/15/92) 440.75 (m) GP(1991.35) 4 2 JS4674 NGVD 29 (04/05/94) 468.1 (m) 1536. (f) GPS OBS JS4674 JS4674.Superseded values are not recommended for survey control. JS4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4674.See file dsdata.txt to determine how the superseded data were derived. JS4674 JS4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6781308725(NAD 83) JS4674_MARKER: DD = SURVEY DISK JS4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4674_SP_SET: CONCRETE POST JS4674_STAMPING: AUBURN 2 1953 R.M. NO. 7 1972 JS4674_MARK LOGO: CADT JS4674_PROJECTION: PROJECTING 15 CENTIMETERS JS4674_MAGNETIC: N = NO MAGNETIC MATERIAL JS4674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4674+STABILITY: SURFACE MOTION JS4674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4674+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4674 JS4674 HISTORY - Date Condition Report By JS4674 HISTORY - 1972 MONUMENTED CADT JS4674 HISTORY - 19910523 GOOD NGS JS4674 HISTORY - 19920513 GOOD NGS JS4674 HISTORY - 19930806 GOOD CADT JS4674 HISTORY - 19940609 GOOD CADT JS4674 HISTORY - 20041005 GOOD CADT JS4674 JS4674 STATION DESCRIPTION JS4674 JS4674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JS4674'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST OF AUBURN. JS4674'TO REACH THE STATION FROM THE POST OFFICE IN AUBURN, GO EAST ON JS4674'LINCOLN WAY FOR 0.35 MI (0.56 KM) TO STATE HIGHWAY 49. TURN RIGHT JS4674'AND GO EAST-NORTHEAST FOR 0.05 MI (0.08 KM) CROSSING UNDER A RAILROAD JS4674'BRIDGE. TURN LEFT AND CONTINUE ON LINCOLN WAY FOR 0.45 MI (0.72 KM) JS4674'TO EAST ELECTRIC STREET ON THE LEFT. TURN LEFT AND GO 0.05 MI JS4674'(0.08 KM) TO A PRIVATE DRIVEWAY ON THE RIGHT (4TH DRIVEWAY). TURN JS4674'RIGHT AND GO UPHILL FOR 0.05 MI (0.08 KM) TO A RESERVOIR AND THE JS4674'STATION. JS4674'THE STATION IS A CADT BRASS DISK SET IN A 12 INCH ROUND CONCRETE JS4674'MONUMENT THAT PROJECTS 0.3 FT (0.1 M) ABOVE THE GROUND. LOCATED JS4674'BETWEEN THE FENCE AND TOP OF BANK, NORTH OF STATION -AUBURN 2-, WHICH JS4674'IS NEAR THE SOUTH CORNER OF THE RESERVOIR AT A FENCE CORNER. JS4674'NOTE--THE DRIVEWAY EASEMENT TO THE STATION IS ON PROPERTY OWNED BY MR. JS4674'TUTTLE WHO SHOULD BE CONTACTED PRIOR TO OCCUPYING THE STATION. JS4674 JS4674 STATION RECOVERY (1992) JS4674 JS4674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 JS4674'RECOVERED IN GOOD CONDITION. JS4674 JS4674 STATION RECOVERY (1993) JS4674 JS4674'RECOVERY NOTE BY CALTRANS 1993 JS4674'THE STATION WAS RECOVERED. A NEW TO REACH FOLLOWS. JS4674'$ JS4674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND JS4674'INTERSTATE HIGHWAY 80 IN AUBURN, GO SOUTH ON HIGHWAY 49 FOR 0.15 MI JS4674'(0.24 KM) TO A T-INTERSECTION WITH LINCOLN WAY. TURN LEFT AND GO EAST JS4674'ON LINCOLN WAY (HIGHWAY 49) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION JS4674'WITH HIGH STREET. BEAR LEFT AND GO NORTHEAST ON HIGH STREET (HIGHWAY JS4674'49) FOR 0.35 MI (0.56 KM) TO THE INTERSECTION WITH EL DORADO STREET. JS4674'BEAR RIGHT AND GO EAST ON EL DORADO STREET (HIGHWAY 49) FOR 0.1 MI, JS4674'PASSING UNDER THE EAST AUBURN UNDERPASS, TO THE INTERSECTION OF JS4674'BORLAND AVENUE ON THE RIGHT AND LINCOLN WAY ON THE LEFT. TURN LEFT JS4674'AND GO NORTHERLY ON LINCOLN WAY (LEAVING HIGHWAY 49) FOR 0.25 MI JS4674'(0.40 KM) TO THE INTERSECTION WITH ELECTRIC STREET ON THE LEFT AND JS4674'HUNTLEY AVENUE ON THE RIGHT. CONTINUE NORTHERLY ON LINCOLN WAY FOR JS4674'0.2 MI (0.3 KM) TO A SIDE ROAD LEFT, EAST ELECTRIC STREET. TURN LEFT JS4674'AND GO NORTHWEST ON EAST ELECTRIC STREET FOR 0.1 MI (0.2 KM) TO THE JS4674'FOURTH DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO NORTHEAST AND JS4674'NORTHWEST ON THE DRIVEWAY FOR 0.1 MI (0.2 KM) TO THE END OF THE JS4674'DRIVEWAY AND THE STATION ON THE RIGHT. JS4674 JS4674 STATION RECOVERY (1994) JS4674 JS4674'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4674'RECOVERED AS DESCRIBED. JS4674 JS4674 STATION RECOVERY (2004) JS4674 JS4674'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS4674'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. JS4674'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE JS4674'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4598 *********************************************************************** JS4598 DESIGNATION - B 1446 JS4598 PID - JS4598 JS4598 STATE/COUNTY- CA/PLACER JS4598 USGS QUAD - SHERIDAN (1992) JS4598 JS4598 *CURRENT SURVEY CONTROL JS4598 ___________________________________________________________________ JS4598* NAD 83(1998)- 38 58 51.60288(N) 121 22 38.16021(W) ADJUSTED JS4598* NAVD 88 - 33.215 (meters) 108.97 (feet) ADJUSTED JS4598 ___________________________________________________________________ JS4598 EPOCH DATE - 2004.69 JS4598 X - -2,584,952.783 (meters) COMP JS4598 Y - -4,238,613.269 (meters) COMP JS4598 Z - 3,990,680.067 (meters) COMP JS4598 LAPLACE CORR- 6.81 (seconds) DEFLEC99 JS4598 ELLIP HEIGHT- 3.85 (meters) (09/28/05) GPS OBS JS4598 GEOID HEIGHT- -29.31 (meters) GEOID03 JS4598 DYNAMIC HT - 33.195 (meters) 108.91 (feet) COMP JS4598 MODELED GRAV- 980,013.9 (mgal) NAVD 88 JS4598 JS4598 HORZ ORDER - B JS4598 VERT ORDER - FIRST CLASS II JS4598 ELLP ORDER - FOURTH CLASS I JS4598 JS4598.The horizontal coordinates were established by GPS observations JS4598.and adjusted by the National Geodetic Survey in September 2005. JS4598.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4598.DATUM ITEM on the data sheet items page. JS4598.The horizontal coordinates are valid at the epoch date displayed above. JS4598.The epoch date for horizontal control is a decimal equivalence JS4598.of Year/Month/Day. JS4598 JS4598.The orthometric height was determined by differential leveling JS4598.and adjusted by the National Geodetic Survey in June 1991. JS4598 JS4598.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4598 JS4598.The Laplace correction was computed from DEFLEC99 derived deflections. JS4598 JS4598.The ellipsoidal height was determined by GPS observations JS4598.and is referenced to NAD 83. JS4598 JS4598.The geoid height was determined by GEOID03. JS4598 JS4598.The dynamic height is computed by dividing the NAVD 88 JS4598.geopotential number by the normal gravity value computed on the JS4598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS4598.degrees latitude (g = 980.6199 gals.). JS4598 JS4598.The modeled gravity was interpolated from observed gravity values. JS4598 JS4598; North East Units Scale Factor Converg. JS4598;SPC CA 2 - 646,082.867 2,053,954.630 MT 0.99991630 +0 23 33.4 JS4598;SPC CA 2 - 2,119,690.21 6,738,682.82 sFT 0.99991630 +0 23 33.4 JS4598;UTM 10 - 4,315,920.515 640,556.854 MT 0.99984327 +1 01 15.5 JS4598 JS4598! - Elev Factor x Scale Factor = Combined Factor JS4598!SPC CA 2 - 0.99999940 x 0.99991630 = 0.99991570 JS4598!UTM 10 - 0.99999940 x 0.99984327 = 0.99984267 JS4598 JS4598 SUPERSEDED SURVEY CONTROL JS4598 JS4598.No superseded survey control is available for this station. JS4598 JS4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4055715921(NAD 83) JS4598_MARKER: I = METAL ROD JS4598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS4598+WITH SETTING: INFORMATION. JS4598_SP_SET: METAL ROD DRIVEN INTO GROUND JS4598_STAMPING: B 1446 1988 JS4598_MARK LOGO: NGS JS4598_MAGNETIC: I = MARKER IS A STEEL ROD JS4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4598+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4598 JS4598 HISTORY - Date Condition Report By JS4598 HISTORY - 1988 MONUMENTED NGS JS4598 HISTORY - 20000922 GOOD CADT JS4598 HISTORY - 20041005 GOOD CADT JS4598 JS4598 STATION DESCRIPTION JS4598 JS4598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 JS4598'5.1 KM (3.15 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD JS4598'FROM THE JUNCTION OF 4TH STREET IN WHEATLAND, A METAL ROD JS4598'DRIVEN 1.1 METERS AND FLUSH WITH THE GROUND, 49.1 M (161.1 FT) JS4598'NORTHWEST OF THE EXTENDED CENTERLINE OF H STREET, 14.2 M (46.6 FT) JS4598'NORTHEAST OF THE NEAR RAIL, 1.3 M (4.3 FT) NORTHWEST OF A FENCE JS4598'CORNER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACKS, AND 0.3 M JS4598'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE JS4598'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. JS4598 JS4598 STATION RECOVERY (2000) JS4598 JS4598'RECOVERY NOTE BY CALTRANS 2000 (FTC) JS4598'RECOVERED IN GOOD CONDITION. JS4598 JS4598 STATION RECOVERY (2004) JS4598 JS4598'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS4598'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4598'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4598'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6447 *********************************************************************** DH6447 DESIGNATION - BROCKWAY DH6447 PID - DH6447 DH6447 STATE/COUNTY- CA/PLACER DH6447 USGS QUAD - MARTIS PEAK (1992) DH6447 DH6447 *CURRENT SURVEY CONTROL DH6447 ___________________________________________________________________ DH6447* NAD 83(1998)- 39 16 11.92699(N) 120 05 07.60404(W) ADJUSTED DH6447* NAVD 88 - 2043.9 (meters) 6706. (feet) GPS OBS DH6447 ___________________________________________________________________ DH6447 EPOCH DATE - 2004.69 DH6447 X - -2,479,372.114 (meters) COMP DH6447 Y - -4,279,646.551 (meters) COMP DH6447 Z - 4,016,844.387 (meters) COMP DH6447 LAPLACE CORR- 1.03 (seconds) DEFLEC99 DH6447 ELLIP HEIGHT- 2020.28 (meters) (09/28/05) GPS OBS DH6447 GEOID HEIGHT- -23.58 (meters) GEOID03 DH6447 DH6447 HORZ ORDER - B DH6447 ELLP ORDER - FOURTH CLASS I DH6447 DH6447.The horizontal coordinates were established by GPS observations DH6447.and adjusted by the National Geodetic Survey in September 2005. DH6447.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6447.DATUM ITEM on the data sheet items page. DH6447.The horizontal coordinates are valid at the epoch date displayed above. DH6447.The epoch date for horizontal control is a decimal equivalence DH6447.of Year/Month/Day. DH6447 DH6447.The orthometric height was determined by GPS observations and a DH6447.high-resolution geoid model. DH6447 DH6447.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6447 DH6447.The Laplace correction was computed from DEFLEC99 derived deflections. DH6447 DH6447.The ellipsoidal height was determined by GPS observations DH6447.and is referenced to NAD 83. DH6447 DH6447.The geoid height was determined by GEOID03. DH6447 DH6447; North East Units Scale Factor Converg. DH6447;SPC CA 2 - 679,717.290 2,165,193.386 MT 0.99991989 +1 12 25.4 DH6447;SPC CA 2 - 2,230,039.14 7,103,638.63 sFT 0.99991989 +1 12 25.4 DH6447;UTM 10 - 4,350,787.095 751,436.245 MT 1.00037848 +1 50 44.9 DH6447 DH6447! - Elev Factor x Scale Factor = Combined Factor DH6447!SPC CA 2 - 0.99968314 x 0.99991989 = 0.99960305 DH6447!UTM 10 - 0.99968314 x 1.00037848 = 1.00006150 DH6447 DH6447 SUPERSEDED SURVEY CONTROL DH6447 DH6447.No superseded survey control is available for this station. DH6447 DH6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ5143650787(NAD 83) DH6447_MARKER: DD = SURVEY DISK DH6447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6447_STAMPING: BROCKWAY 2004 DH6447_MARK LOGO: CADT DH6447_PROJECTION: FLUSH DH6447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6447+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 DH6447_ROD/PIPE-DEPTH: 3.45 meters DH6447_SLEEVE-DEPTH : N/A meters DH6447 DH6447 HISTORY - Date Condition Report By DH6447 HISTORY - 20040727 MONUMENTED CADT DH6447 DH6447 STATION DESCRIPTION DH6447 DH6447'DESCRIBED BY CALTRANS 2004 (FTC) DH6447'THE STATION IS LOCATED IN PLACER COUNTY NEAR BROCKWAY SUMMIT, AT THE DH6447'SIGHT OF THE OLD GUARD STATION, ABOUT 3.5 KM NORTHWEST OF TAHOE DH6447'VISTA, 6.3 KM WEST OF KINGS BEACH, AND 11.4 KM SOUTHEAST OF TRUCKEE. DH6447' DH6447'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 267 AND DH6447'INTERSTATE 80, EAST OF TRUCKEE, PROCEED 12.02 KM SOUTH ON STATE DH6447'HIGHWAY 267 TO AN ABANDONED GRAVEL DRIVEWAY AND THE STATION ON THE DH6447'RIGHT AT HIGHWAY POST MILE 5.60. DH6447' DH6447'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6447'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6447'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 62.1 M DH6447'NORTH OF THE EAST CORNER OF THE OLD GUARD BUILDING, 33.2 M SOUTH OF DH6447'THE CENTERLINE OF THE HIGHWAY, 29.5 M SOUTHEAST OF AN UNDERGROUND DH6447'PHONE PEDESTAL NO. 3-8, 14.6 M WEST OF THE WEST POINT OF A LARGE DH6447'STAND OF SMALL ASPEN TREES, 1.0 M WEST OF A METAL GUARD POST, AND DH6447'ABOUT 2 M BELOW THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A DH6447'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6447'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4144 *********************************************************************** JS4144 DESIGNATION - COON JS4144 PID - JS4144 JS4144 STATE/COUNTY- CA/PLACER JS4144 USGS QUAD - LINCOLN (1981) JS4144 JS4144 *CURRENT SURVEY CONTROL JS4144 ___________________________________________________________________ JS4144* NAD 83(1998)- 38 56 33.44121(N) 121 21 13.73560(W) ADJUSTED JS4144* NAVD 88 - 50.194 (meters) 164.68 (feet) ADJUSTED JS4144 ___________________________________________________________________ JS4144 EPOCH DATE - 2004.69 JS4144 X - -2,584,618.474 (meters) COMP JS4144 Y - -4,241,969.951 (meters) COMP JS4144 Z - 3,987,377.793 (meters) COMP JS4144 LAPLACE CORR- 6.64 (seconds) DEFLEC99 JS4144 ELLIP HEIGHT- 20.69 (meters) (09/28/05) GPS OBS JS4144 GEOID HEIGHT- -29.46 (meters) GEOID03 JS4144 DYNAMIC HT - 50.163 (meters) 164.58 (feet) COMP JS4144 MODELED GRAV- 980,007.0 (mgal) NAVD 88 JS4144 JS4144 HORZ ORDER - B JS4144 VERT ORDER - FIRST CLASS II JS4144 ELLP ORDER - FOURTH CLASS I JS4144 JS4144.The horizontal coordinates were established by GPS observations JS4144.and adjusted by the National Geodetic Survey in September 2005. JS4144.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4144.DATUM ITEM on the data sheet items page. JS4144.The horizontal coordinates are valid at the epoch date displayed above. JS4144.The epoch date for horizontal control is a decimal equivalence JS4144.of Year/Month/Day. JS4144 JS4144.The orthometric height was determined by differential leveling JS4144.and adjusted by the National Geodetic Survey in June 1991. JS4144 JS4144.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4144 JS4144.The Laplace correction was computed from DEFLEC99 derived deflections. JS4144 JS4144.The ellipsoidal height was determined by GPS observations JS4144.and is referenced to NAD 83. JS4144 JS4144.The geoid height was determined by GEOID03. JS4144 JS4144.The dynamic height is computed by dividing the NAVD 88 JS4144.geopotential number by the normal gravity value computed on the JS4144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS4144.degrees latitude (g = 980.6199 gals.). JS4144 JS4144.The modeled gravity was interpolated from observed gravity values. JS4144 JS4144; North East Units Scale Factor Converg. JS4144;SPC CA 2 - 641,836.963 2,056,016.745 MT 0.99991773 +0 24 26.6 JS4144;SPC CA 2 - 2,105,760.10 6,745,448.27 sFT 0.99991773 +0 24 26.6 JS4144;UTM 10 - 4,311,697.760 642,665.228 MT 0.99985063 +1 02 05.5 JS4144 JS4144! - Elev Factor x Scale Factor = Combined Factor JS4144!SPC CA 2 - 0.99999675 x 0.99991773 = 0.99991448 JS4144!UTM 10 - 0.99999675 x 0.99985063 = 0.99984738 JS4144 JS4144 SUPERSEDED SURVEY CONTROL JS4144 JS4144 NAD 83(1992)- 38 56 33.43716(N) 121 21 13.72877(W) AD(1991.35) 1 JS4144 ELLIP H (09/16/94) 20.74 (m) GP(1991.35) 4 2 JS4144 NAD 83(1992)- 38 56 33.43873(N) 121 21 13.73603(W) AD(1991.35) 2 JS4144 NAD 83(1986)- 38 56 33.42171(N) 121 21 13.71807(W) AD(1984.00) 2 JS4144 NAD 27 - 38 56 33.79200(N) 121 21 09.88300(W) AD( ) 2 JS4144 NAVD 88 (09/16/94) 50.19 (m) 164.7 (f) LEVELING 3 JS4144 JS4144.Superseded values are not recommended for survey control. JS4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4144.See file dsdata.txt to determine how the superseded data were derived. JS4144 JS4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4266511698(NAD 83) JS4144_MARKER: DB = BENCH MARK DISK JS4144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JS4144_SP_SET: METAL PIPE IN CONCRETE JS4144_STAMPING: NO STAMPING JS4144_MARK LOGO: USE JS4144_MAGNETIC: N = NO MAGNETIC MATERIAL JS4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4144+STABILITY: SURFACE MOTION JS4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4144+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4144 JS4144 HISTORY - Date Condition Report By JS4144 HISTORY - 1939 MONUMENTED USE JS4144 HISTORY - 1939 GOOD USE JS4144 HISTORY - 1971 SEE DESCRIPTION NGS JS4144 HISTORY - 19880823 GOOD NGS JS4144 HISTORY - 19930806 GOOD CADT JS4144 HISTORY - 20000922 GOOD CADT JS4144 HISTORY - 20041005 GOOD CADT JS4144 JS4144 STATION DESCRIPTION JS4144 JS4144'DESCRIBED BY US ENGINEERS 1939 JS4144'A U.S. ENGINEERS BRASS CAP SET IN CONCRETE ON TOP OF HIGH HILL JS4144'EAST OF U.S. HIGHWAY 99E, APPROXIMATELY 0.3 MILE NORTH OF MOST JS4144'NORTHERLY OF 2 CONCRETE BRIDGES CROSSING COON CREEK ON U.S. JS4144'HIGHWAY 99E. JS4144' JS4144'TO REACH FROM JUNCTION OF U.S. HIGHWAY 99E AND NEW CASTLE JS4144'AND AUBURN ROAD IN TOWN OF LINCOLN, DRIVE NORTHWESTERLY ON JS4144'U.S. HIGHWAY 99E FOR 3.8 MILES TO HIGHWAY BRIDGE ACROSS COON JS4144'CREEK, CONTINUE ON U.S. HIGHWAY 99E FOR 0.3 MILE TO HIGH HILL JS4144'ON EAST SIDE OF HIGHWAY. STATION CAN BE SEEN FROM HIGHWAY. JS4144 JS4144 STATION RECOVERY (1939) JS4144 JS4144'RECOVERY NOTE BY US ENGINEERS 1939 JS4144'RECOVERED IN GOOD CONDITION. JS4144 JS4144 STATION RECOVERY (1971) JS4144 JS4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) JS4144'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS LOCATED JS4144'ON THE SUMMIT OF A LOW GRASSY HILL AIRLINE ABOUT 4-3/4 MILES JS4144'NORTHWEST OF LINCOLN, 2-3/4 MILES SOUTH-SOUTHEAST OF SHERIDAN, JS4144'1/3 MILE NORTH-NORTHWEST OF THE NORTHWEST ONE OF TWO HIGHWAY JS4144'BRIDGES OVER COON CREEK, ABOUT 140 YARDS EAST OF STATE HIGHWAY JS4144'65 AND IN THE SW 1/4 OF SEC. 30, T 13 N, R 6 E. THE MARK IS JS4144'AN UNSTAMPED U.S. ENGINEERS CAP SCREWED TO THE TOP OF A JS4144'3-1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE A 13X15-INCH JS4144'CONCRETE MONUMENT PROJECTING 0.3 FOOT ABOVE THE GROUND AND JS4144'INSCRIBED 11/7/39 TRIANGULATION STATION COON AND IS 2.0 FEET JS4144'NORTHWEST OF A WOODEN WITNESS POST. JS4144 JS4144 STATION RECOVERY (1988) JS4144 JS4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 JS4144'8.1 KM (5.05 MI) NORTHWESTERLY ALONG SOUTHERN PACIFIC RAILROAD FROM JS4144'THE JUNCTION OF 5TH ST IN LINCOLN, 0.4 KM (0.25 MI) SOUTHEAST OF THE JS4144'INTERSECTION OF NADER ROAD, AT THE HIGHEST POINT OF A GRASSY KNOLL, JS4144'122.0 M (400.3 FT) EAST OF THE NEAR RAIL, 27.4 M (89.9 FT) EAST OF A JS4144'FENCE, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND IN A CONCRETE JS4144'MONUMENT THAT PROJECTS 0.20 M (0.7 FT) ABOVE THE GROUND SURFACE. JS4144'NOTE--THE MONUMENT HAS 11/7/39 COON INSCRIBED IN THE CONCRETE. JS4144 JS4144 STATION RECOVERY (1993) JS4144 JS4144'RECOVERY NOTE BY CALTRANS 1993 JS4144'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS4144'$ JS4144'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 65, ABOUT 15 JS4144'MI (24.1 KM) WEST-NORTHWEST OF AUBURN, ABOUT 14 MI (22.5 KM) NORTH OF JS4144'ROSEVILLE AND ABOUT 5 MI (8.0 KM) NORTHWEST OF LINCOLN. JS4144'$ JS4144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 (G STREET) JS4144'AND 193 (MCBEAN PARK DRIVE) IN LINCOLN, GO NORTH ON HIGHWAY 65 FOR JS4144'4.55 MI (7.32 KM) TO THE HIGHWAY BRIDGE (NO. 19-09) OVER COON CREEK. JS4144'CONTINUE NORTH ON HIGHWAY 65 FOR 0.4 MI (0.6 KM) TO A HIGHWAY CUT JS4144'SLOPE ON THE RIGHT. PACK EAST, UPHILL, FOR ABOUT 300 FT (91.4 M) TO JS4144'THE STATION ON TOP OF A FLAT TOP HILL. JS4144'$ JS4144'THE STATION IS AN UNSTAMPED U.S.E.D. CAP SCREWED ON THE TOP OF A 3.5 JS4144'INCH IRON PIPE PROJECTING 0.3 FT (9.1 CM) ABOVE A 1.1 FT (0.3 M) BY JS4144'1.3 FT (0.4 M) CONCRETE MONUMENT PROJECTING 0.3 FT (9.1 CM) ABOVE THE JS4144'GROUND. THE TOP OF THE CONCRETE MONUMENT IS INSCRIBED 11/7/39 AND JS4144'TRIANGULATION STATION COON. THE STATION IS ABOUT 90 FT (27.4 M) EAST JS4144'OF A BARBED WIRE FENCE LOCATED AT THE TOP OF THE HIGHWAY CUT SLOPE. JS4144'$ JS4144'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS4144'SURVEY. JS4144 JS4144 STATION RECOVERY (2000) JS4144 JS4144'RECOVERY NOTE BY CALTRANS 2000 (FTC) JS4144'RECOVERED IN GOOD CONDITION. JS4144 JS4144 STATION RECOVERY (2004) JS4144 JS4144'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS4144'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4144'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4144'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS0341 *********************************************************************** KS0341 DESIGNATION - D 1201 KS0341 PID - KS0341 KS0341 STATE/COUNTY- CA/PLACER KS0341 USGS QUAD - COLFAX (1973) KS0341 KS0341 *CURRENT SURVEY CONTROL KS0341 ___________________________________________________________________ KS0341* NAD 83(1998)- 39 04 12.16977(N) 120 58 40.83972(W) ADJUSTED KS0341* NAVD 88 - 696.782 (meters) 2286.03 (feet) ADJUSTED KS0341 ___________________________________________________________________ KS0341 EPOCH DATE - 2004.69 KS0341 X - -2,552,416.612 (meters) COMP KS0341 Y - -4,251,629.751 (meters) COMP KS0341 Z - 3,998,779.770 (meters) COMP KS0341 LAPLACE CORR- 7.94 (seconds) DEFLEC99 KS0341 ELLIP HEIGHT- 670.14 (meters) (09/28/05) GPS OBS KS0341 GEOID HEIGHT- -26.59 (meters) GEOID03 KS0341 DYNAMIC HT - 696.293 (meters) 2284.42 (feet) COMP KS0341 MODELED GRAV- 979,902.7 (mgal) NAVD 88 KS0341 KS0341 HORZ ORDER - B KS0341 VERT ORDER - FIRST CLASS I KS0341 ELLP ORDER - FOURTH CLASS I KS0341 KS0341.The horizontal coordinates were established by GPS observations KS0341.and adjusted by the National Geodetic Survey in September 2005. KS0341.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS0341.DATUM ITEM on the data sheet items page. KS0341.The horizontal coordinates are valid at the epoch date displayed above. KS0341.The epoch date for horizontal control is a decimal equivalence KS0341.of Year/Month/Day. KS0341 KS0341.The orthometric height was determined by differential leveling KS0341.and adjusted by the National Geodetic Survey in June 1991. KS0341 KS0341.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS0341 KS0341.The Laplace correction was computed from DEFLEC99 derived deflections. KS0341 KS0341.The ellipsoidal height was determined by GPS observations KS0341.and is referenced to NAD 83. KS0341 KS0341.The geoid height was determined by GEOID03. KS0341 KS0341.The dynamic height is computed by dividing the NAVD 88 KS0341.geopotential number by the normal gravity value computed on the KS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0341.degrees latitude (g = 980.6199 gals.). KS0341 KS0341.The modeled gravity was interpolated from observed gravity values. KS0341 KS0341; North East Units Scale Factor Converg. KS0341;SPC CA 2 - 656,279.997 2,088,434.464 MT 0.99991471 +0 38 39.6 KS0341;SPC CA 2 - 2,153,145.29 6,851,805.40 sFT 0.99991471 +0 38 39.6 KS0341;UTM 10 - 4,326,495.639 674,922.349 MT 0.99997677 +1 16 29.0 KS0341 KS0341! - Elev Factor x Scale Factor = Combined Factor KS0341!SPC CA 2 - 0.99989487 x 0.99991471 = 0.99980959 KS0341!UTM 10 - 0.99989487 x 0.99997677 = 0.99987164 KS0341 KS0341 SUPERSEDED SURVEY CONTROL KS0341 KS0341 NAD 83(1992)- 39 04 12.16563(N) 120 58 40.83358(W) AD(1991.35) 1 KS0341 ELLIP H (06/13/97) 670.18 (m) GP(1991.35) 4 2 KS0341 NAVD 88 (06/13/97) 696.78 (m) 2286.0 (f) LEVELING 3 KS0341 NGVD 29 (??/??/??) 695.969 (m) 2283.36 (f) ADJUSTED 1 1 KS0341 KS0341.Superseded values are not recommended for survey control. KS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0341.See file dsdata.txt to determine how the superseded data were derived. KS0341 KS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7492226496(NAD 83) KS0341_MARKER: DB = BENCH MARK DISK KS0341_SETTING: 66 = SET IN ROCK OUTCROP KS0341_SP_SET: OUTCROP KS0341_STAMPING: D 1201 1969 KS0341_MARK LOGO: CGS KS0341_MAGNETIC: N = NO MAGNETIC MATERIAL KS0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS0341+STABILITY: POSITION/ELEVATION WELL KS0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0341+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KS0341 KS0341 HISTORY - Date Condition Report By KS0341 HISTORY - 1969 MONUMENTED CGS KS0341 HISTORY - 19940610 GOOD CADT KS0341 HISTORY - 20030814 GOOD JOHFRA KS0341 HISTORY - 20041005 GOOD CADT KS0341 KS0341 STATION DESCRIPTION KS0341 KS0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 KS0341'2.6 MI S FROM COLFAX. KS0341'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0341'FROM THE STATION AT COLFAX, 0.1 MILE NORTHEAST OF THE CROSSING KS0341'OF MT. HOWELL LOOKOUT ROAD, ON THE OUTSIDE OF A LONG CURVE, IN KS0341'THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 KS0341'FOOT ABOVE THE GROUND, 9.4 FEET NORTHWEST OF THE NORTHWEST RAIL KS0341'OF THE WESTBOUND TRACK, 59 FEET SOUTHEAST OF THE CENTER LINE KS0341'OF PLACER HILL ROAD, 0.7 FOOT SOUTHEAST OF A WHITESS POST, AND KS0341'ABOUT LEVEL WITH THE TRACK. KS0341 KS0341 STATION RECOVERY (1994) KS0341 KS0341'RECOVERY NOTE BY CALTRANS 1994 (JCB) KS0341'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE KS0341'STATION IS LOCATED ON THE NORTHWEST SIDE OF THE SOUTHERN PACIFIC KS0341'RAILROAD TRACKS, ADJACENT TO PLACER HILLS ROAD, ABOUT 13 MI (20.9 KM) KS0341'NORTHEAST OF AUBURN AND 5 MI (8.0 KM) SOUTHWEST OF COLFAX. TO REACH KS0341'THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY KS0341'49 IN AUBURN, GO EAST ON INTERSTATE 80 FOR 14.0 MI (22.5 KM) TO THE KS0341'CANYON WAY/PLACER HILLS ROAD OFF-RAMP. TAKE THE OFF-RAMP EAST FOR KS0341'0.15 MI (0.24 KM) TO A T-INTERSECTION WITH CANYON WAY. TURN LEFT AND KS0341'GO NORTHEAST ON CANYON WAY FOR 0.1 MI (0.2 KM) TO A SIDE ROAD LEFT, KS0341'PLACER HILLS ROAD. TURN LEFT AND GO NORTHWEST ON PLACER HILLS ROAD, KS0341'CROSSING OVER INTERSTATE 80, FOR 0.1 MI (0.2 KM) TO A T-INTERSECTION KS0341'WITH SOUTH AUBURN AVENUE ON THE RIGHT AND PLACER HILLS ROAD ON THE KS0341'LEFT. TURN LEFT AND GO WESTERLY ON PLACER HILLS ROAD FOR 0.75 MI KS0341'(1.21 KM) TO A T-INTERSECTION WITH TOKAYANA WAY ON THE RIGHT AND KS0341'PLACER HILLS ROAD ON THE LEFT, IMMEDIATELY AFTER PASSING THROUGH A KS0341'VIADUCT UNDER THE SOUTHERN PACIFIC RAILROAD TRACKS. TURN LEFT AND GO KS0341'WESTERLY ON PLACER HILLS ROAD FOR 0.65 MI (1.05 KM) TO THE STATION ON KS0341'THE LEFT AT THE BOTTOM OF A CUT SLOPE ON THE NORTH SIDE OF THE KS0341'RAILROAD TRACKS. THE STATION IS LOCATED AT PLACER HILLS ROAD POST KS0341'MILE 8.73, 0.08 MI (0.13 KM) EAST OF THE INTERSECTION OF PLACER HILLS KS0341'ROAD AND PLUMTREE ROAD. THE STATION IS A STANDARD BENCH MARK DISK SET KS0341'IN THE TOP OF A LEDGE OF A ROCK OUTCROP WHICH PROJECTS 0.5 FT (0.2 M) KS0341'ABOVE THE GROUND AT THE BOTTOM OF THE CUT SLOPE, ABOUT 59 FT (18.0 M) KS0341'SOUTHEAST OF THE CENTERLINE OF PLACER HILLS ROAD, 20 FT (6.1 M) KS0341'SOUTHEAST OF A CARSONITE WITNESS POST AT THE TOP OF THE CUT SLOPE AND KS0341'VISIBLE FROM PLACER HILLS ROAD, 8.5 FT (2.6 M) NORTHWEST OF THE KS0341'NORTHWEST RAIL OF THE RAILROAD TRACKS AND 0.7 FT (0.2 M) SOUTHEAST OF KS0341'A METAL WITNESS POST. THIS STATION WAS OCCUPIED AS PART OF A KS0341'CALIFORNIA HPGN DENSIFICATION SURVEY. KS0341 KS0341 STATION RECOVERY (2003) KS0341 KS0341'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) KS0341'RECOVERED IN GOOD CONDITION. KS0341 KS0341 STATION RECOVERY (2004) KS0341 KS0341'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0341'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KS0341'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KS0341'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6445 *********************************************************************** DH6445 DESIGNATION - DEEP CREEK DH6445 PID - DH6445 DH6445 STATE/COUNTY- CA/PLACER DH6445 USGS QUAD - TRUCKEE (1992) DH6445 DH6445 *CURRENT SURVEY CONTROL DH6445 ___________________________________________________________________ DH6445* NAD 83(1998)- 39 15 42.05736(N) 120 12 37.95392(W) ADJUSTED DH6445* NAVD 88 - 1819.4 (meters) 5969. (feet) GPS OBS DH6445 ___________________________________________________________________ DH6445 EPOCH DATE - 2004.69 DH6445 X - -2,488,916.245 (meters) COMP DH6445 Y - -4,274,576.875 (meters) COMP DH6445 Z - 4,015,989.007 (meters) COMP DH6445 LAPLACE CORR- -3.84 (seconds) DEFLEC99 DH6445 ELLIP HEIGHT- 1795.93 (meters) (09/28/05) GPS OBS DH6445 GEOID HEIGHT- -23.43 (meters) GEOID03 DH6445 DH6445 HORZ ORDER - B DH6445 ELLP ORDER - FOURTH CLASS I DH6445 DH6445.The horizontal coordinates were established by GPS observations DH6445.and adjusted by the National Geodetic Survey in September 2005. DH6445.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6445.DATUM ITEM on the data sheet items page. DH6445.The horizontal coordinates are valid at the epoch date displayed above. DH6445.The epoch date for horizontal control is a decimal equivalence DH6445.of Year/Month/Day. DH6445 DH6445.The orthometric height was determined by GPS observations and a DH6445.high-resolution geoid model. DH6445 DH6445.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6445 DH6445.The Laplace correction was computed from DEFLEC99 derived deflections. DH6445 DH6445.The ellipsoidal height was determined by GPS observations DH6445.and is referenced to NAD 83. DH6445 DH6445.The geoid height was determined by GEOID03. DH6445 DH6445; North East Units Scale Factor Converg. DH6445;SPC CA 2 - 678,576.424 2,154,419.212 MT 0.99991943 +1 07 41.5 DH6445;SPC CA 2 - 2,226,296.15 7,068,290.36 sFT 0.99991943 +1 07 41.5 DH6445;UTM 10 - 4,349,525.724 740,670.866 MT 1.00031324 +1 45 58.3 DH6445 DH6445! - Elev Factor x Scale Factor = Combined Factor DH6445!SPC CA 2 - 0.99971831 x 0.99991943 = 0.99963777 DH6445!UTM 10 - 0.99971831 x 1.00031324 = 1.00003146 DH6445 DH6445 SUPERSEDED SURVEY CONTROL DH6445 DH6445.No superseded survey control is available for this station. DH6445 DH6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4067149526(NAD 83) DH6445_MARKER: DD = SURVEY DISK DH6445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6445+WITH SETTING: INFORMATION. DH6445_STAMPING: DEEP CREEK 2004 DH6445_MARK LOGO: CADT DH6445_PROJECTION: FLUSH DH6445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6445+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 DH6445_ROD/PIPE-DEPTH: 2.96 meters DH6445_SLEEVE-DEPTH : N/A meters DH6445 DH6445 HISTORY - Date Condition Report By DH6445 HISTORY - 20040727 MONUMENTED CADT DH6445 DH6445 STATION DESCRIPTION DH6445 DH6445'DESCRIBED BY CALTRANS 2004 (FTC) DH6445'THE STATION IS LOCATED IN PLACER COUNTY ALONG STATE HIGHWAY 89 AT DEEP DH6445'CREEK, ABOUT 13.4 KM WEST OF TAHOE VISTA, 11.8 KM NORTH OF TAHOE DH6445'CITY, AND 6.6 KM SOUTH OF TRUCKEE. DH6445' DH6445'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89 SOUTH DH6445'AND INTERSTATE 80 IN TRUCKEE, PROCEED 7.02 KM SOUTH ON STATE HIGHWAY DH6445'89 TO A LARGE OPEN MEADOW AND THE STATION ON THE LEFT AT HIGHWAY POST DH6445'MILE 17.82. DH6445' DH6445'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6445'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6445'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 65.6 M DH6445'SOUTH OF THE EASTERLY OF TWO 0.40 M DIAMETER LODGE POLE PINES AT THE DH6445'NORTHWEST CORNER OF THE MEADOW, 58.1 M WEST OF THE TOP BANK OF THE DH6445'TRUCKEE RIVER, 32.3 M EAST OF THE CENTERLINE OF THE HIGHWAY, 30.5 M DH6445'NORTHEAST OF THE EAST END OF A 0.90 M DIAMETER CMP CULVERT AT HIGHWAY DH6445'POST MILE 17.81, 1.0 M WEST OF A METAL GUARD POST, AND ABOUT 2.0 M DH6445'BELOW THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS DH6445'NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6446 *********************************************************************** DH6446 DESIGNATION - DOLLAR DH6446 PID - DH6446 DH6446 STATE/COUNTY- CA/PLACER DH6446 USGS QUAD - KINGS BEACH (1992) DH6446 DH6446 *CURRENT SURVEY CONTROL DH6446 ___________________________________________________________________ DH6446* NAD 83(1998)- 39 11 42.14196(N) 120 05 58.54248(W) ADJUSTED DH6446* NAVD 88 - 1966.0 (meters) 6450. (feet) GPS OBS DH6446 ___________________________________________________________________ DH6446 EPOCH DATE - 2004.69 DH6446 X - -2,483,038.357 (meters) COMP DH6446 Y - -4,283,535.704 (meters) COMP DH6446 Z - 4,010,348.543 (meters) COMP DH6446 LAPLACE CORR- -3.80 (seconds) DEFLEC99 DH6446 ELLIP HEIGHT- 1942.19 (meters) (09/28/05) GPS OBS DH6446 GEOID HEIGHT- -23.68 (meters) GEOID03 DH6446 DH6446 HORZ ORDER - B DH6446 ELLP ORDER - FOURTH CLASS I DH6446 DH6446.The horizontal coordinates were established by GPS observations DH6446.and adjusted by the National Geodetic Survey in September 2005. DH6446.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6446.DATUM ITEM on the data sheet items page. DH6446.The horizontal coordinates are valid at the epoch date displayed above. DH6446.The epoch date for horizontal control is a decimal equivalence DH6446.of Year/Month/Day. DH6446 DH6446.The orthometric height was determined by GPS observations and a DH6446.high-resolution geoid model. DH6446 DH6446.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6446 DH6446.The Laplace correction was computed from DEFLEC99 derived deflections. DH6446 DH6446.The ellipsoidal height was determined by GPS observations DH6446.and is referenced to NAD 83. DH6446 DH6446.The geoid height was determined by GEOID03. DH6446 DH6446; North East Units Scale Factor Converg. DH6446;SPC CA 2 - 671,374.300 2,164,146.653 MT 0.99991652 +1 11 53.3 DH6446;SPC CA 2 - 2,202,667.18 7,100,204.48 sFT 0.99991652 +1 11 53.3 DH6446;UTM 10 - 4,342,429.158 750,481.929 MT 1.00037260 +1 50 02.0 DH6446 DH6446! - Elev Factor x Scale Factor = Combined Factor DH6446!SPC CA 2 - 0.99969538 x 0.99991652 = 0.99961192 DH6446!UTM 10 - 0.99969538 x 1.00037260 = 1.00006786 DH6446 DH6446 SUPERSEDED SURVEY CONTROL DH6446 DH6446.No superseded survey control is available for this station. DH6446 DH6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ5048242429(NAD 83) DH6446_MARKER: DD = SURVEY DISK DH6446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6446+WITH SETTING: INFORMATION. DH6446_STAMPING: DOLLAR 2004 DH6446_MARK LOGO: CADT DH6446_PROJECTION: PROJECTING 15 CENTIMETERS DH6446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6446+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 DH6446_ROD/PIPE-DEPTH: 1.50 meters DH6446_SLEEVE-DEPTH : N/A meters DH6446 DH6446 HISTORY - Date Condition Report By DH6446 HISTORY - 20040727 MONUMENTED CADT DH6446 DH6446 STATION DESCRIPTION DH6446 DH6446'DESCRIBED BY CALTRANS 2004 (FTC) DH6446'THE STATION IS LOCATED IN PLACER COUNTY AT DOLLAR POINT, LAKE TAHOE, DH6446'ABOUT 16.5 KM SOUTHEAST OF TRUCKEE, 7.1 KM SOUTHWEST OF TAHOE VISTA, DH6446'AND 4.2 KM EAST OF TAHOE CITY. DH6446' DH6446'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89 AND DH6446'STATE HIGHWAY 28 IN TAHOE CITY, PROCEED 5.20 KM EAST ON STATE HIGHWAY DH6446'28 TO THE STATION ON THE RIGHT, ON THE OUTSIDE OF A CURVE AT THE TOP DH6446'OF A LARGE CUT BANK, AT HIGHWAY POST MILE 3.25. DH6446' DH6446'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6446'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6446'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 27.1 M DH6446'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.8 M NORTHEAST OF A DH6446'TWIN 0.40 M DBH JEFFREY PINE TREE, 11.7 M SOUTHWEST OF A 0.45 M DBH DH6446'JEFFREY PINE, 5.8 M SOUTHEAST OF A FOOT PATH ALONG THE TOP OF THE CUT DH6446'BANK, 1.0 M SOUTHEAST OF A METAL GUARD POST, AND ABOUT 9 M HIGHER DH6446'THAN THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS DH6446'NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6463 *********************************************************************** DH6463 DESIGNATION - DRY CREEK DH6463 PID - DH6463 DH6463 STATE/COUNTY- CA/PLACER DH6463 USGS QUAD - AUBURN (1981) DH6463 DH6463 *CURRENT SURVEY CONTROL DH6463 ___________________________________________________________________ DH6463* NAD 83(1998)- 38 58 18.60631(N) 121 06 23.12031(W) ADJUSTED DH6463* NAVD 88 - 384.7 (meters) 1262. (feet) GPS OBS DH6463 ___________________________________________________________________ DH6463 EPOCH DATE - 2004.69 DH6463 X - -2,565,359.908 (meters) COMP DH6463 Y - -4,251,568.163 (meters) COMP DH6463 Z - 3,990,110.972 (meters) COMP DH6463 LAPLACE CORR- 10.99 (seconds) DEFLEC99 DH6463 ELLIP HEIGHT- 356.73 (meters) (09/28/05) GPS OBS DH6463 GEOID HEIGHT- -27.87 (meters) GEOID03 DH6463 DH6463 HORZ ORDER - B DH6463 ELLP ORDER - FOURTH CLASS I DH6463 DH6463.The horizontal coordinates were established by GPS observations DH6463.and adjusted by the National Geodetic Survey in September 2005. DH6463.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6463.DATUM ITEM on the data sheet items page. DH6463.The horizontal coordinates are valid at the epoch date displayed above. DH6463.The epoch date for horizontal control is a decimal equivalence DH6463.of Year/Month/Day. DH6463 DH6463.The orthometric height was determined by GPS observations and a DH6463.high-resolution geoid model. DH6463 DH6463.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6463 DH6463.The Laplace correction was computed from DEFLEC99 derived deflections. DH6463 DH6463.The ellipsoidal height was determined by GPS observations DH6463.and is referenced to NAD 83. DH6463 DH6463.The geoid height was determined by GEOID03. DH6463 DH6463; North East Units Scale Factor Converg. DH6463;SPC CA 2 - 645,261.238 2,077,430.395 MT 0.99991660 +0 33 48.1 DH6463;SPC CA 2 - 2,116,994.58 6,815,702.89 sFT 0.99991660 +0 33 48.1 DH6463;UTM 10 - 4,315,356.299 664,039.505 MT 0.99993135 +1 11 28.4 DH6463 DH6463! - Elev Factor x Scale Factor = Combined Factor DH6463!SPC CA 2 - 0.99994403 x 0.99991660 = 0.99986064 DH6463!UTM 10 - 0.99994403 x 0.99993135 = 0.99987539 DH6463 DH6463 SUPERSEDED SURVEY CONTROL DH6463 DH6463.No superseded survey control is available for this station. DH6463 DH6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6404015356(NAD 83) DH6463_MARKER: DD = SURVEY DISK DH6463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6463+WITH SETTING: INFORMATION. DH6463_STAMPING: DRY CREEK 2004 DH6463_MARK LOGO: CADT DH6463_PROJECTION: FLUSH DH6463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6463+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004 DH6463_ROD/PIPE-DEPTH: 0.9 meters DH6463_SLEEVE-DEPTH : N/A meters DH6463 DH6463 HISTORY - Date Condition Report By DH6463 HISTORY - 20040720 MONUMENTED CADT DH6463 DH6463 STATION DESCRIPTION DH6463 DH6463'DESCRIBED BY CALTRANS 2004 (FTC) DH6463'TH ESTATION IS LOCATED IN PLACER COUNTY AT DRY CREEK, ABOUT 19.9 KM DH6463'EAST OF LINCOLN, 9.3 KM NORTH OF AUBURN, AND 7.5 KM WEST OF MEADOW DH6463'VISTA. DH6463' DH6463'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND DRY DH6463'CREEK ROAD IN AUBURN, PROCEED 1.8 KM NORTH ON STATE HIGHWAY 49 TO THE DH6463'STATION ON THE LEFT AT HIGHWAY POST MILE 8.53. DH6463' DH6463'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6463'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A CONCRETE CYLINDER DH6463'0.9 M DEEP. THE STATION LIES 72.3 M NORTH OF AN ASPHALT DRIVEWAY, DH6463'26.0 M SOUTH OF THE NORTH END OF A NORTH-SOUTH 0.75 M DIAMETER RCP DH6463'CULVERT, 18.1 M WEST OF THE CENTERLINE OF THE HIGHWAY, 3.4 M EAST OF A DH6463'WIRE R/W FENCE, 1.0 M EAST OF A METAL GUARD POST, AND ABOUT 1.5 M DH6463'HIGHER THAN THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A DH6463'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6463'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6438 *********************************************************************** DH6438 DESIGNATION - DUTCH FLAT DH6438 PID - DH6438 DH6438 STATE/COUNTY- CA/PLACER DH6438 USGS QUAD - DUTCH FLAT (1979) DH6438 DH6438 *CURRENT SURVEY CONTROL DH6438 ___________________________________________________________________ DH6438* NAD 83(1998)- 39 11 18.45660(N) 120 49 24.22444(W) ADJUSTED DH6438* NAVD 88 - 1023.0 (meters) 3356. (feet) GPS OBS DH6438 ___________________________________________________________________ DH6438 EPOCH DATE - 2004.69 DH6438 X - -2,536,812.918 (meters) COMP DH6438 Y - -4,251,595.130 (meters) COMP DH6438 Z - 4,009,185.486 (meters) COMP DH6438 LAPLACE CORR- 9.57 (seconds) DEFLEC99 DH6438 ELLIP HEIGHT- 997.73 (meters) (09/28/05) GPS OBS DH6438 GEOID HEIGHT- -25.27 (meters) GEOID03 DH6438 DH6438 HORZ ORDER - B DH6438 ELLP ORDER - FOURTH CLASS I DH6438 DH6438.The horizontal coordinates were established by GPS observations DH6438.and adjusted by the National Geodetic Survey in September 2005. DH6438.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6438.DATUM ITEM on the data sheet items page. DH6438.The horizontal coordinates are valid at the epoch date displayed above. DH6438.The epoch date for horizontal control is a decimal equivalence DH6438.of Year/Month/Day. DH6438 DH6438.The orthometric height was determined by GPS observations and a DH6438.high-resolution geoid model. DH6438 DH6438.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6438 DH6438.The Laplace correction was computed from DEFLEC99 derived deflections. DH6438 DH6438.The ellipsoidal height was determined by GPS observations DH6438.and is referenced to NAD 83. DH6438 DH6438.The geoid height was determined by GEOID03. DH6438 DH6438; North East Units Scale Factor Converg. DH6438;SPC CA 2 - 669,585.588 2,101,642.716 MT 0.99991631 +0 44 30.5 DH6438;SPC CA 2 - 2,196,798.72 6,895,139.48 sFT 0.99991631 +0 44 30.5 DH6438;UTM 10 - 4,339,947.354 687,984.187 MT 1.00003513 +1 22 32.7 DH6438 DH6438! - Elev Factor x Scale Factor = Combined Factor DH6438!SPC CA 2 - 0.99984349 x 0.99991631 = 0.99975981 DH6438!UTM 10 - 0.99984349 x 1.00003513 = 0.99987861 DH6438 DH6438 SUPERSEDED SURVEY CONTROL DH6438 DH6438.No superseded survey control is available for this station. DH6438 DH6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ8798439947(NAD 83) DH6438_MARKER: DD = SURVEY DISK DH6438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE DH6438_SP_SET: CONCRETE POST DH6438_STAMPING: DUTCH FLAT 2004 DH6438_MARK LOGO: CADT DH6438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6438+STABILITY: SURFACE MOTION DH6438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6438+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004 DH6438 DH6438 HISTORY - Date Condition Report By DH6438 HISTORY - 20040804 MONUMENTED CADT DH6438 DH6438 STATION DESCRIPTION DH6438 DH6438'DESCRIBED BY CALTRANS 2004 (FTC) DH6438'THE STATION IS LOCATED IN PLACER COUNTY ALONG INTERSTATE 80 AT DUTCH DH6438'FLAT, ABOUT 20.6 KM EAST OF GRASS VALLEY, 13.2 KM NORTHEAST OF DH6438'CHICAGO PARK, AND 12.4 KM SOUTHWEST OF BLUE CANYON. DH6438' DH6438'TO REACH THE STATION FROM THE INTERSECTION OF RIDGE ROAD AND DH6438'INTERSTATE 80 , SIGNED AS EXIT 145 'ALTA INTERCHANGE' AT DUTCH FLAT, DH6438'PROCEED 802 M EAST ON INTERSTATE 80 TO THE STATION ON THE RIGHT , AT DH6438'THE EAST END OF A LARGE GRAVEL TURNOUT, AT POST MILE 43.66. DH6438' DH6438'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6438'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A CONCRETE POST 0.7 M DH6438'DEEP. THE STATION LIES 32.1 M NORTHEAST OF THE NORTHEAST END OF A DH6438'ROCK WALL, 19.7 M SOUTHEAST OF LIGHT POLE NO. D1318, 13.3 M SOUTH OF DH6438'THE SOUTH EDGE OF PAVEMENT OF THE EASTBOUND LANES OF INTERSTATE 80, DH6438'4.6 M SOUTHWEST OF CALTRANS MONUMENT 19-368, 1.0 M NORTHWEST OF A DH6438'METAL GUARD POST, AND ABOUT 1.5 M BELOW THE HIGHWAY. THIS STATION WAS DH6438'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6438'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6095 *********************************************************************** DH6095 DESIGNATION - FRENCH MEADOWS DH6095 PID - DH6095 DH6095 STATE/COUNTY- CA/PLACER DH6095 USGS QUAD - BUNKER HILL (1973) DH6095 DH6095 *CURRENT SURVEY CONTROL DH6095 ___________________________________________________________________ DH6095* NAD 83(1998)- 39 06 33.03828(N) 120 28 10.83404(W) ADJUSTED DH6095* NAVD 88 - 1608.8 (meters) 5278. (feet) GPS OBS DH6095 ___________________________________________________________________ DH6095 EPOCH DATE - 2004.69 DH6095 X - -2,513,566.404 (meters) COMP DH6095 Y - -4,272,357.966 (meters) COMP DH6095 Z - 4,002,728.713 (meters) COMP DH6095 LAPLACE CORR- 8.78 (seconds) DEFLEC99 DH6095 ELLIP HEIGHT- 1584.62 (meters) (09/13/05) GPS OBS DH6095 GEOID HEIGHT- -24.12 (meters) GEOID03 DH6095 DH6095 HORZ ORDER - A DH6095 ELLP ORDER - FOURTH CLASS I DH6095 DH6095.The horizontal coordinates were established by GPS observations DH6095.and adjusted by the National Geodetic Survey in September 2005. DH6095.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6095.DATUM ITEM on the data sheet items page. DH6095.The horizontal coordinates are valid at the epoch date displayed above. DH6095.The epoch date for horizontal control is a decimal equivalence DH6095.of Year/Month/Day. DH6095 DH6095.The orthometric height was determined by GPS observations and a DH6095.high-resolution geoid model. DH6095 DH6095.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6095 DH6095.The Laplace correction was computed from DEFLEC99 derived deflections. DH6095 DH6095.The ellipsoidal height was determined by GPS observations DH6095.and is referenced to NAD 83. DH6095 DH6095.The geoid height was determined by GEOID03. DH6095 DH6095; North East Units Scale Factor Converg. DH6095;SPC CA 2 - 661,240.810 2,132,344.949 MT 0.99991476 +0 57 53.4 DH6095;SPC CA 2 - 2,169,420.89 6,995,868.39 sFT 0.99991476 +0 57 53.4 DH6095;UTM 10 - 4,331,940.712 718,782.740 MT 1.00018942 +1 35 48.3 DH6095 DH6095! - Elev Factor x Scale Factor = Combined Factor DH6095!SPC CA 2 - 0.99975144 x 0.99991476 = 0.99966623 DH6095!UTM 10 - 0.99975144 x 1.00018942 = 0.99994082 DH6095 DH6095 SUPERSEDED SURVEY CONTROL DH6095 DH6095.No superseded survey control is available for this station. DH6095 DH6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ1878331941(NAD 83) DH6095_MARKER: DD = SURVEY DISK DH6095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6095_SP_SET: BARRIER RAIL ON DAM DH6095_STAMPING: FRENCH MEADOWS 2004 DH6095_MARK LOGO: CADT DH6095_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE DH6095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6095+STABILITY: SURFACE MOTION DH6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6095+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH6095 DH6095 HISTORY - Date Condition Report By DH6095 HISTORY - 20040521 MONUMENTED CADT DH6095 HISTORY - 20041005 GOOD CADT DH6095 DH6095 STATION DESCRIPTION DH6095 DH6095'DESCRIBED BY CALTRANS 2004 (FTC) DH6095'THE STATION IS LOCATED IN PLACER COUNTY AT THE FRENCH MEADOWS DH6095'RESERVOIR, ABOUT 31.5 KM WEST OF MEEKS BAY, 26.4 KM SOUTHEAST OF BLUE DH6095'CANYON, AND 25.0 KM SOUTH-SOUTHWEST OF SODA SPRINGS. DH6095' DH6095'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 193 AND DH6095'WENTWORTH SPRINGS ROAD IN GEORGETOWN, PROCEED NORTHEASTERLY 36.9 KM DH6095'ALONG WENTWORTH SPRINGS ROAD TO THE INTERSECTION WITH A PAVED ROAD DH6095'KNOWN AS 11 PINES ROAD ON THE LEFT. TURN LEFT ON 11 PINES ROAD AND DH6095'PROCEED 33.8 KM NORTHERLY TO A T-INTERSECTION WITH FRENCH MEADOWS DH6095'ROAD. TURN RIGHT AND PROCEED 10.3 KM TO THE INTERSECTION WITH MOSQUITO DH6095'RIDGE ROAD AT THE SOUTH END OF THE FRENCH MEADOWS DAM. TURN LEFT ONTO DH6095'THE DAM AND PROCEED 286 M ALONG MOSQUITO RIDGE ROAD TO THE NORTH END DH6095'OF A CONCRETE BARRIER RAIL AND THE STATION ON THE RIGHT. DH6095' DH6095'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK GROUTED IN THE DH6095'SOUTHERLY OF TWO CONCRETE BARRIER WALLS ON THE EAST SIDE OF THE NORTH DH6095'END OF THE L.L. ANDERSON DAM. THE STATION LIES 13.5 M NORTH-NORTHEAST DH6095'OF DAM MONITORING POINT NO. 7, 4.2 M EAST OF THE CENTERLINE OF THE DH6095'ROAD, 1.7 M SOUTH OF THE NORTH END OF THE CONCRETE BARRIER RAIL, AND DH6095'ABOUT 0.5 M HIGHER THAN THE ROAD. THIS STATION WAS OCCUPIED AS PART OF DH6095'A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6095'PROJECT. DH6095 DH6095 STATION RECOVERY (2004) DH6095 DH6095'RECOVERY NOTE BY CALTRANS 2004 (FTC) DH6095'THE STATION IS LOCATED IN PLACER COUNTY AT THE FRENCH MEADOWS DH6095'RESERVOIR, ABOUT 31.5 KM WEST OF MEEKS BAY, 26.4 KM SOUTHEAST OF BLUE DH6095'CANYON, AND 25.0 KM SOUTH-SOUTHWEST OF SODA SPRINGS. DH6095' DH6095'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 193 AND DH6095'WENTWORTH SPRINGS ROAD IN GEORGETOWN, PROCEED NORTHEASTERLY 36.9 KM DH6095'ALONG WENTWORTH SPRINGS ROAD TO THE INTERSECTION WITH A PAVED ROAD DH6095'KNOWN AS 11 PINES ROAD ON THE LEFT. TURN LEFT ON 11 PINES ROAD AND DH6095'PROCEED 33.8 KM NORTHERLY TO A T-INTERSECTION WITH FRENCH MEADOWS DH6095'ROAD. TURN RIGHT AND PROCEED 10.3 KM TO THE INTERSECTION WITH MOSQUITO DH6095'RIDGE ROAD AT THE SOUTH END OF THE FRENCH MEADOWS DAM. TURN LEFT ONTO DH6095'THE DAM AND PROCEED 286 M ALONG MOSQUITO RIDGE ROAD TO THE NORTH END DH6095'OF A CONCRETE BARRIER RAIL AND THE STATION ON THE RIGHT. DH6095' DH6095'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK GROUTED IN THE DH6095'SOUTHERLY OF TWO CONCRETE BARRIER WALLS ON THE EAST SIDE OF THE NORTH DH6095'END OF THE L.L. ANDERSON DAM. THE STATION LIES 13.5 M NORTH-NORTHEAST DH6095'OF DAM MONITORING POINT NO. 7, 4.2 M EAST OF THE CENTERLINE OF THE DH6095'ROAD, 1.7 M SOUTH OF THE NORTH END OF THE CONCRETE BARRIER RAIL, AND DH6095'ABOUT 0.5 M HIGHER THAN THE ROAD. THIS STATION WAS OCCUPIED AS PART OF DH6095'A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6095'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS0755 *********************************************************************** JS0755 HT_MOD - This is a Height Modernization Survey Station. JS0755 FBN - This is a Federal Base Network Control Station. JS0755 DESIGNATION - G 1200 JS0755 PID - JS0755 JS0755 STATE/COUNTY- CA/PLACER JS0755 USGS QUAD - ROCKLIN (1981) JS0755 JS0755 *CURRENT SURVEY CONTROL JS0755 ___________________________________________________________________ JS0755* NAD 83(1998)- 38 47 09.87351(N) 121 14 32.09533(W) ADJUSTED JS0755* NAVD 88 - 77.38 (meters) 253.9 (feet) GPS OBS JS0755 ___________________________________________________________________ JS0755 EPOCH DATE - 2002.86 JS0755 X - -2,582,020.248 (meters) COMP JS0755 Y - -4,256,335.913 (meters) COMP JS0755 Z - 3,973,862.870 (meters) COMP JS0755 LAPLACE CORR- 7.51 (seconds) DEFLEC99 JS0755 ELLIP HEIGHT- 47.43 (meters) (09/28/05) GPS OBS JS0755 GEOID HEIGHT- -29.88 (meters) GEOID03 JS0755 DYNAMIC HT - 77.33 (meters) 253.7 (feet) COMP JS0755 MODELED GRAV- 979,957.0 (mgal) NAVD 88 JS0755 JS0755 HORZ ORDER - B JS0755 VERT ORDER - THIRD (See Below) JS0755 ELLP ORDER - FOURTH CLASS I JS0755 JS0755.ITRF positions are available for this station. JS0755.The horizontal coordinates were established by GPS observations JS0755.and adjusted by the National Geodetic Survey in October 2005. JS0755.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS0755.DATUM ITEM on the data sheet items page. JS0755.The horizontal coordinates are valid at the epoch date displayed above. JS0755.The epoch date for horizontal control is a decimal equivalence JS0755.of Year/Month/Day. JS0755 JS0755.The orthometric height was determined by GPS observations and a JS0755.high-resolution geoid model using precise GPS observation and JS0755.processing techniques. It supersedes the leveled height previously JS0755.determined for this station. JS0755.The vertical order pertains to the first NAVD 88 superseded value. JS0755 JS0755.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS0755 JS0755.The Laplace correction was computed from DEFLEC99 derived deflections. JS0755 JS0755.The ellipsoidal height was determined by GPS observations JS0755.and is referenced to NAD 83. JS0755 JS0755.The geoid height was determined by GEOID03. JS0755 JS0755.The dynamic height is computed by dividing the NAVD 88 JS0755.geopotential number by the normal gravity value computed on the JS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS0755.degrees latitude (g = 980.6199 gals.). JS0755 JS0755.The modeled gravity was interpolated from observed gravity values. JS0755 JS0755; North East Units Scale Factor Converg. JS0755;SPC CA 2 - 624,534.933 2,065,832.979 MT 0.99992818 +0 28 39.9 JS0755;SPC CA 2 - 2,048,995.03 6,777,653.70 sFT 0.99992818 +0 28 39.9 JS0755;UTM 10 - 4,294,504.857 652,669.239 MT 0.99988702 +1 06 04.7 JS0755 JS0755! - Elev Factor x Scale Factor = Combined Factor JS0755!SPC CA 2 - 0.99999256 x 0.99992818 = 0.99992074 JS0755!UTM 10 - 0.99999256 x 0.99988702 = 0.99987958 JS0755 JS0755 SUPERSEDED SURVEY CONTROL JS0755 JS0755 ELLIP H (10/28/05) 47.46 (m) GP( ) 4 1 JS0755 NAD 83(1998)- 38 47 09.87424(N) 121 14 32.09633(W) AD(2004.69) B JS0755 NAD 83(1998)- 38 47 09.87346(N) 121 14 32.09509(W) AD(2002.53) B JS0755 ELLIP H (02/03/03) 47.44 (m) GP(2002.53) 4 1 JS0755 NAD 83(1998)- 38 47 09.87244(N) 121 14 32.09440(W) AD(1998.50) A JS0755 ELLIP H (04/06/00) 47.45 (m) GP(1998.50) 3 1 JS0755 NAD 83(1992)- 38 47 09.87217(N) 121 14 32.09330(W) AD(1997.30) B JS0755 ELLIP H (07/10/98) 47.42 (m) GP(1997.30) 4 1 JS0755 NAD 83(1992)- 38 47 09.87186(N) 121 14 32.09360(W) AD(1997.30) B JS0755 ELLIP H (05/14/98) 47.50 (m) GP(1997.30) 3 1 JS0755 NAVD 88 (06/15/91) 77.350 (m) 253.77 (f) ADJUSTED 1 1 JS0755 NGVD 29 (??/??/92) 76.567 (m) 251.20 (f) ADJ UNCH 1 1 JS0755 JS0755.Superseded values are not recommended for survey control. JS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0755.See file dsdata.txt to determine how the superseded data were derived. JS0755 JS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5266994505(NAD 83) JS0755_MARKER: DB = BENCH MARK DISK JS0755_SETTING: 66 = SET IN ROCK OUTCROP JS0755_SP_SET: IN A DRILL HOLE IN BEDROCK JS0755_STAMPING: G 1200 1969 JS0755_MARK LOGO: CGS JS0755_PROJECTION: FLUSH JS0755_MAGNETIC: N = NO MAGNETIC MATERIAL JS0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS0755+STABILITY: POSITION/ELEVATION WELL JS0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS0755+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS0755 JS0755 HISTORY - Date Condition Report By JS0755 HISTORY - 1969 MONUMENTED CGS JS0755 HISTORY - 1986 GOOD USPSQD JS0755 HISTORY - 19890202 GOOD NGS JS0755 HISTORY - 19890711 GOOD USPSQD JS0755 HISTORY - 19970929 GOOD BOR JS0755 HISTORY - 19980506 GOOD NGS JS0755 HISTORY - 19990719 GOOD FRAME JS0755 HISTORY - 20001029 GOOD NGS JS0755 HISTORY - 20001106 GOOD NGS JS0755 HISTORY - 20020826 GOOD FRAME JS0755 HISTORY - 20021105 GOOD CADWR JS0755 HISTORY - 20040313 GOOD CADT JS0755 HISTORY - 20040708 GOOD NGS JS0755 HISTORY - 20041005 GOOD CADT JS0755 JS0755 STATION DESCRIPTION JS0755 JS0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JS0755'3.4 MI NE FROM ROSEVILLE. JS0755'3.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS0755'FROM THE STATION AT ROSEVILLE, 3 POLES SOUTHWEST OF THE CROSSING JS0755'OF FARRON STREET, 194 1/2 FEET NORTHWEST OF THE FOURTH POLE JS0755'NORTHEAST OF MILEPOLE 110, ON THE TOP OF AN OUTCROP COVERED JS0755'KNOLL, 237.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST JS0755'TRACK, IN THE TOP AND ALONG THE SOUTHEAST SIDE OF A 35- BY 60-FOOT JS0755'GRANITE OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, JS0755'27.6 FEET NORTH OF BENCH MARK F 1200, 152.8 FEET NORTHWEST OF JS0755'A FENCE, AND ABOUT 20 FEET HIGHER THAN THE TRACK. JS0755 JS0755 STATION RECOVERY (1986) JS0755 JS0755'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJH) JS0755'RECOVERED IN GOOD CONDITION. JS0755 JS0755 STATION RECOVERY (1989) JS0755 JS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JS0755'RECOVERED IN GOOD CONDITION. JS0755 JS0755 STATION RECOVERY (1989) JS0755 JS0755'RECOVERY NOTE BY US POWER SQUADRON 1989 (EH) JS0755'RECOVERED IN GOOD CONDITION. JS0755 JS0755 STATION RECOVERY (1997) JS0755 JS0755'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS0755'THE STATION WAS RECOVERED, ABOUT 19.2 MI (30.9 KM) NORTHEAST OF JS0755'SACRAMENTO, ABOUT 3.4 MI (5.5 KM) NORTHEAST OF ROSEVILLE, AND ABOUT JS0755'0.2 MI (0.3 KM) SOUTHWEST OF ROCKLIN, ALONG THE SOUTHERN PACIFIC JS0755'RAILROAD TRACKS. AN ADDITIONAL TO REACH FOLLOWS. TO REACH THE JS0755'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND ROCKLIN JS0755'ROAD, GO WEST ON ROCKLIN ROAD FOR 0.75 MI (1.21 KM) TO THE JS0755'INTERSECTION OF PACIFIC STREET. TURN LEFT AND GO SOUTHWEST ON PACIFIC JS0755'STREET FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF FARRON STREET. TURN JS0755'RIGHT AND GO NORTHWEST ON FARRON STREET FOR ABOUT 0.08 MI (0.13 KM) TO JS0755'THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD TRACKS. TURN LEFT JS0755'AND GO SOUTH ALONG THE TRACKS FOR ABOUT 350 FT (106.7 M) TO THE JS0755'STATION ON THE RIGHT. THE STATION WAS OCCUPIED AS PART OF THE SAN JS0755'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS0755 JS0755 STATION RECOVERY (1998) JS0755 JS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) JS0755'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) NORTHEAST OF ROSEVILLE, JS0755'NEAR THE SOUTHWEST EDGE OF ROCKLIN, ON TOP OF AN OUTCROP COVERED KNOLL JS0755'WEST OF THE RAILROAD CROSSING AT FARRON ST. OWNERSHIP--UNKNOWN. TO JS0755'REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE HIGHWAY 80 JS0755'AND ROCKLIN-TAYLOR RD (EXIT NORTHEAST BOUND LANES) NEAR THE SOUTHEAST JS0755'SIDE OF ROSEVILLE, GO NORTHEASTERLY FOR 2.17 KM (1.35 MI) ON TAYLOR RD JS0755'TO THE INTERSECTION OF SUNSET BOULEVARD AND PACIFIC ST. CONTINUE JS0755'NORTHEAST FOR 0.54 KM (0.35 MI) ON PACIFIC ST TO THE JUNCTION OF JS0755'FARRON ST ON THE LEFT. TURN LEFT, NORTHWEST FOR 0.14 KM (0.10 MI) ON JS0755'FARRON ST TO THE NORTHWEST SIDE OF A RAILROAD CROSSING. TURN LEFT, JS0755'SOUTHWEST FOR ABOUT 20 M (65.6 FT) ALONG THE NORTHWEST SIDE OF THE JS0755'TRACKS TO A TRACK ROAD ON THE RIGHT AT UTILITY POLE 31 A. TURN RIGHT, JS0755'NORTHWEST, THEN WESTERLY FOR ABOUT 0.08 KM (0.05 MI) ON THE TRACK ROAD JS0755'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT, IN THE LARGE FLAT JS0755'ROCK. STATION IS SET INTO A DRILL HOLE IN THE TOP OF THE SOUTHEAST JS0755'SIDE OF A 35 FT (10.7 M) BY 60 FT (18.3 M) AREA OF ROCK OUTCROP. JS0755'LOCATED 72.3 M (237.2 FT) NORTHWEST OF THE NORTHWEST RAIL, 46.6 M JS0755'(152.9 FT) NORTHWEST OF A FENCE, 8.4 M (27.6 FT) NORTH OF BENCH MARK F JS0755'1200, ABOUT 6 M (19.7 FT) ABOVE THE RAILROAD, ABOUT 0.3 M (1.0 FT) JS0755'ABOVE GROUND AND FLUSH WITH THE TOP OF THE ROCK. JS0755 JS0755 STATION RECOVERY (1999) JS0755 JS0755'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS0755'RECOVERED AS DESCRIBED. JS0755 JS0755 STATION RECOVERY (2000) JS0755 JS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) JS0755'RECOVERED AS DESCRIBED. JS0755 JS0755 STATION RECOVERY (2000) JS0755 JS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) JS0755'RECOVERED AS DESCRIBED. JS0755' JS0755 JS0755 STATION RECOVERY (2002) JS0755 JS0755'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS0755'RECOVERED AS DESCRIBED. JS0755 JS0755 STATION RECOVERY (2002) JS0755 JS0755'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS0755'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS0755'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS0755 JS0755 STATION RECOVERY (2004) JS0755 JS0755'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS0755'RECOVERED IN GOOD CONDITION. JS0755 JS0755 STATION RECOVERY (2004) JS0755 JS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW) JS0755'RECOVERED AS DESCRIBED. JS0755 JS0755 STATION RECOVERY (2004) JS0755 JS0755'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS0755'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS0755'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS0755'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS0325 *********************************************************************** KS0325 DESIGNATION - H 181 KS0325 PID - KS0325 KS0325 STATE/COUNTY- CA/PLACER KS0325 USGS QUAD - KINGS BEACH (1992) KS0325 KS0325 *CURRENT SURVEY CONTROL KS0325 ___________________________________________________________________ KS0325* NAD 83(1998)- 39 14 18.28911(N) 120 01 57.18581(W) ADJUSTED KS0325* NAVD 88 - 1904.2 (meters) 6247. (feet) GPS OBS KS0325 ___________________________________________________________________ KS0325 EPOCH DATE - 2004.69 KS0325 X - -2,476,476.191 (meters) COMP KS0325 Y - -4,283,760.248 (meters) COMP KS0325 Z - 4,014,041.398 (meters) COMP KS0325 LAPLACE CORR- -0.75 (seconds) DEFLEC99 KS0325 ELLIP HEIGHT- 1880.45 (meters) (09/28/05) GPS OBS KS0325 GEOID HEIGHT- -23.66 (meters) GEOID03 KS0325 KS0325 HORZ ORDER - B KS0325 VERT ORDER - SECOND CLASS 0 (See Below) KS0325 ELLP ORDER - FOURTH CLASS I KS0325 KS0325.The horizontal coordinates were established by GPS observations KS0325.and adjusted by the National Geodetic Survey in September 2005. KS0325.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS0325.DATUM ITEM on the data sheet items page. KS0325.The horizontal coordinates are valid at the epoch date displayed above. KS0325.The epoch date for horizontal control is a decimal equivalence KS0325.of Year/Month/Day. KS0325 KS0325.The orthometric height was determined by GPS observations and a KS0325.high-resolution geoid model. KS0325.The vertical order pertains to the NGVD 29 superseded value. KS0325 KS0325.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS0325 KS0325.The Laplace correction was computed from DEFLEC99 derived deflections. KS0325 KS0325.The ellipsoidal height was determined by GPS observations KS0325.and is referenced to NAD 83. KS0325 KS0325.The geoid height was determined by GEOID03. KS0325 KS0325; North East Units Scale Factor Converg. KS0325;SPC CA 2 - 676,311.394 2,169,832.385 MT 0.99991826 +1 14 25.5 KS0325;SPC CA 2 - 2,218,864.97 7,118,858.42 sFT 0.99991826 +1 14 25.5 KS0325;UTM 10 - 4,347,431.492 756,115.110 MT 1.00040774 +1 52 41.1 KS0325;UTM 11 - 4,347,617.798 238,264.902 MT 1.00044358 -1 55 09.6 KS0325 KS0325! - Elev Factor x Scale Factor = Combined Factor KS0325!SPC CA 2 - 0.99970506 x 0.99991826 = 0.99962334 KS0325!UTM 10 - 0.99970506 x 1.00040774 = 1.00011268 KS0325!UTM 11 - 0.99970506 x 1.00044358 = 1.00014851 KS0325 KS0325 SUPERSEDED SURVEY CONTROL KS0325 KS0325 NAD 83(1992)- 39 14 18.28539(N) 120 01 57.18025(W) AD(1991.35) 1 KS0325 ELLIP H (05/26/98) 1880.49 (m) GP(1991.35) 4 2 KS0325 NGVD 29 (??/??/??) 1902.966 (m) 6243.31 (f) ADJUSTED 2 0 KS0325 KS0325.Superseded values are not recommended for survey control. KS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0325.See file dsdata.txt to determine how the superseded data were derived. KS0325 KS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ5611547431(NAD 83) KS0325_MARKER: DB = BENCH MARK DISK KS0325_SETTING: 80 = SET IN A BOULDER KS0325_STAMPING: H 181 1932 KS0325_MARK LOGO: USGS KS0325_MAGNETIC: N = NO MAGNETIC MATERIAL KS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0325+STABILITY: SURFACE MOTION KS0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0325+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KS0325 KS0325 HISTORY - Date Condition Report By KS0325 HISTORY - 1932 MONUMENTED USGS KS0325 HISTORY - 19960804 GOOD CADT KS0325 HISTORY - 20040916 GOOD INDIV KS0325 HISTORY - 20041005 GOOD CADT KS0325 KS0325 STATION DESCRIPTION KS0325 KS0325'DESCRIBED BY US GEOLOGICAL SURVEY 1932 KS0325'9.1 MI NE FROM TAHOE. KS0325'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE KS0325'AT TAHOE, PLACER COUNTY, AT THE BROCKWAY GOLF COURSE, 222 FEET KS0325'NORTH OF THE CENTERLINE OF THE HIGHWAY, 177 FEET SOUTH OF THE KS0325'CENTER OF A CONCRETE TENNIS COURT, AND IN THE TOP OF A GRANITE KS0325'BOULDER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, KS0325'STAMPED H 181 1932. KS0325 KS0325 STATION RECOVERY (1996) KS0325 KS0325'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS0325'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE KS0325'STATION IS LOCATED ON THE GROUNDS OF THE OLD BROCKWAY GOLF COURSE IN KS0325'KINGS BEACH, ABOUT 10 MI (16.1 KM) SOUTHEAST OF TRUCKEE, 8 MI (12.9 KS0325'KM) NORTHEAST OF TAHOE CITY AND 1.5 MI (2.4 KM) WEST OF THE KS0325'CALIFORNIA/NEVADA STATE LINE. TO REACH THE STATION FROM THE JUNCTION KS0325'OF STATE HIGHWAYS 28 AND 267 IN KINGS BEACH, GO WEST ON HIGHWAY 28 FOR KS0325'0.1 MI (0.2 KM) TO THE OLD BROCKWAY GOLF COURSE AND THE STATION ON THE KS0325'RIGHT AT POST MILE 9.15. THE STATION IS SET FLUSH IN THE TOP OF A KS0325'PARTIALLY EXPOSED GRANITE BOULDER THAT PROJECTS 0.5 FT (15.2 CM) ABOVE KS0325'GROUND, 133 FT (40.5 M) NORTH OF THE CENTERLINE OF HIGHWAY 28, 89 FT KS0325'(27.1 M) WEST OF THE CENTERLINE OF BASSIE AVENUE, 77 FT (23.5 M) NORTH KS0325'OF A WOOD FENCE, 63.5 FT (19.4 M) WEST-NORTHWEST OF A 3 FT (0.9 M) KS0325'DIAMETER PINE TREE, 61.5 FT (18.7 M) SOUTHEAST OF A 4 FT (1.2 M) KS0325'DIAMETER PINE TREE, 8 FT (2.4 M) WEST OF THE CENTER OF A GOLF CART KS0325'PATH AND ABOUT 2 FT (0.6 M) HIGHER THAN HIGHWAY 28. THE STATION WAS KS0325'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. KS0325 KS0325 STATION RECOVERY (2004) KS0325 KS0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HSI) KS0325'RECOVERED IN GOOD CONDITION. KS0325 KS0325 STATION RECOVERY (2004) KS0325 KS0325'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0325'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KS0325'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KS0325'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS2016 *********************************************************************** KS2016 DESIGNATION - HPGN CA 03 06 KS2016 PID - KS2016 KS2016 STATE/COUNTY- CA/PLACER KS2016 USGS QUAD - BLUE CANYON (1979) KS2016 KS2016 *CURRENT SURVEY CONTROL KS2016 ___________________________________________________________________ KS2016* NAD 83(1998)- 39 17 36.37086(N) 120 40 47.33380(W) ADJUSTED KS2016* NAVD 88 - 1632.8 (meters) 5357. (feet) GPS OBS KS2016 ___________________________________________________________________ KS2016 EPOCH DATE - 2004.69 KS2016 X - -2,522,629.565 (meters) COMP KS2016 Y - -4,252,003.971 (meters) COMP KS2016 Z - 4,018,600.031 (meters) COMP KS2016 LAPLACE CORR- 10.69 (seconds) DEFLEC99 KS2016 ELLIP HEIGHT- 1608.56 (meters) (09/28/05) GPS OBS KS2016 GEOID HEIGHT- -24.18 (meters) GEOID03 KS2016 KS2016 HORZ ORDER - B KS2016 ELLP ORDER - FOURTH CLASS I KS2016 KS2016.The horizontal coordinates were established by GPS observations KS2016.and adjusted by the National Geodetic Survey in September 2005. KS2016.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS2016.DATUM ITEM on the data sheet items page. KS2016.The horizontal coordinates are valid at the epoch date displayed above. KS2016.The epoch date for horizontal control is a decimal equivalence KS2016.of Year/Month/Day. KS2016 KS2016.The orthometric height was determined by GPS observations and a KS2016.high-resolution geoid model. KS2016 KS2016.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2016 KS2016.The Laplace correction was computed from DEFLEC99 derived deflections. KS2016 KS2016.The ellipsoidal height was determined by GPS observations KS2016.and is referenced to NAD 83. KS2016 KS2016.The geoid height was determined by GEOID03. KS2016 KS2016; North East Units Scale Factor Converg. KS2016;SPC CA 2 - 681,408.259 2,113,876.042 MT 0.99992129 +0 49 56.4 KS2016;SPC CA 2 - 2,235,586.93 6,935,274.98 sFT 0.99992129 +0 49 56.4 KS2016;UTM 10 - 4,351,906.757 700,087.350 MT 1.00009296 +1 28 11.4 KS2016 KS2016! - Elev Factor x Scale Factor = Combined Factor KS2016!SPC CA 2 - 0.99974770 x 0.99992129 = 0.99966900 KS2016!UTM 10 - 0.99974770 x 1.00009296 = 0.99984063 KS2016 KS2016 SUPERSEDED SURVEY CONTROL KS2016 KS2016 ELLIP H (11/17/92) 1608.54 (m) GP( ) 5 1 KS2016 NAD 83(1986)- 39 17 36.36007(N) 120 40 47.31759(W) AD(1984.00) 1 KS2016 NAD 83(1992)- 39 17 36.36657(N) 120 40 47.32774(W) AD(1991.35) B KS2016 ELLIP H (05/15/92) 1608.54 (m) GP(1991.35) 4 2 KS2016 NGVD 29 (10/13/92) 1632.1 (m) 5355. (f) GPS OBS KS2016 KS2016.Superseded values are not recommended for survey control. KS2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2016.See file dsdata.txt to determine how the superseded data were derived. KS2016 KS2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ0008751907(NAD 83) KS2016_MARKER: DD = SURVEY DISK KS2016_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KS2016_SP_SET: ALUMINUM ALLOY ROD KS2016_STAMPING: HPGN-CALIF. STA. 03-06 1991 KS2016_MARK LOGO: CADT KS2016_PROJECTION: FLUSH KS2016_MAGNETIC: N = NO MAGNETIC MATERIAL KS2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2016+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KS2016_ROD/PIPE-DEPTH: 3 meters KS2016 KS2016 HISTORY - Date Condition Report By KS2016 HISTORY - 1991 MONUMENTED CADT KS2016 HISTORY - 19910523 GOOD NGS KS2016 HISTORY - 19920504 GOOD NGS KS2016 HISTORY - 19930806 GOOD CADT KS2016 HISTORY - 19940609 GOOD CADT KS2016 HISTORY - 19960817 GOOD CADT KS2016 HISTORY - 20041005 GOOD CADT KS2016 KS2016 STATION DESCRIPTION KS2016 KS2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KS2016'THE STATION IS LOCATED IN PLACER COUNTY ABOUT 8.5 MI (13.7 KM) KS2016'SOUTHWEST OF CISCO GROVE AND 7.5 MI (12.1 KM) NORTHEAST OF BAXTER, KS2016'ALONG INTERSTATE HIGHWAY 80 AT POST MILE 54.8. KS2016'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND KS2016'STATE HIGHWAY 20 (ABOUT 4 MI (6.4 KM) SOUTHWEST OF CISCO GROVE), GO KS2016'SOUTHWEST ON INTERSTATE 80 FOR 4.7 MI (7.6 KM) TO THE NYACK ROAD KS2016'EXIT. TAKE THE WESTBOUND OFF-RAMP TO THE INTERSECTION OF NYACK ROAD KS2016'AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE EXIT KS2016'RAMP AND NYACK ROAD. KS2016'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KS2016'ACCESS COVER. LOCATED 72 FT (21.9 M) EAST OF THE CENTERLINE OF NYACK KS2016'ROAD, 55 FT (16.8 M) NORTHEAST OF A STOP SIGN, 52 FT (15.8 M) NORTH KS2016'OF THE WESTBOUND OFF-RAMP CENTERLINE AND 3 FT (0.9 M) SOUTH OF A KS2016'FIBERGLASS WITNESS POST. KS2016 KS2016 STATION RECOVERY (1992) KS2016 KS2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS2016'STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTHEAST OF BAXTER, ALONG KS2016'INTERSTATE HIGHWAY 80, AT THE WEST ONE OF TWO EXITS FOR EMIGRANT GAP, KS2016'IN THE NORTHEAST ANGLE OF JUNCTION OF HIGHWAY 80 AND NYACK ROAD, ON A KS2016'SLIGHT EAST-WEST HUMP FORMED BY DRAINAGES. OWNERSHIP--CALIFORNIA KS2016'DEPARTMENT OF TRANSPORTATION. KS2016'TO REACH FROM THE UNDERPASS AT JUNCTION OF INTERSTATE HIGHWAY 80 AND KS2016'NYACK ROAD, GO NORTH ON NYACK ROAD FOR 60 M (196.8 FT) TO THE EXIT KS2016'RAMP AND STATION ON THE RIGHT. KS2016'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP KS2016'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 14.2 M KS2016'(46.6 FT) NORTH OF THE NORTH EDGE OF THE EXIT RAMP, 1.1 M (3.6 FT) KS2016'WEST OF A FIBERGLASS WITNESS POST, 24.7 M (81.0 FT) EAST OF THE KS2016'EXTENDED CENTER OF NYACK ROAD AND 13.7 M (44.9 FT) EAST OF THE EAST KS2016'END OF A DRAINPIPE UNDER OLD HIGHWAY. KS2016 KS2016 STATION RECOVERY (1993) KS2016 KS2016'RECOVERY NOTE BY CALTRANS 1993 KS2016'RECOVERED IN GOOD CONDITION. KS2016 KS2016 STATION RECOVERY (1994) KS2016 KS2016'RECOVERY NOTE BY CALTRANS 1994 (JCB) KS2016'RECOVERED AS DESCRIBED. KS2016 KS2016 STATION RECOVERY (1996) KS2016 KS2016'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS2016'RECOVERED AS DESCRIBED. KS2016 KS2016 STATION RECOVERY (2004) KS2016 KS2016'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS2016'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KS2016'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KS2016'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4669 *********************************************************************** JS4669 DESIGNATION - HPGN CA 03 09 JS4669 PID - JS4669 JS4669 STATE/COUNTY- CA/PLACER JS4669 USGS QUAD - CITRUS HEIGHTS (1992) JS4669 JS4669 *CURRENT SURVEY CONTROL JS4669 ___________________________________________________________________ JS4669* NAD 83(1998)- 38 43 40.44881(N) 121 17 10.61451(W) ADJUSTED JS4669* NAVD 88 - 52.3 (meters) 172. (feet) GPS OBS JS4669 ___________________________________________________________________ JS4669 EPOCH DATE - 2004.69 JS4669 X - -2,587,379.794 (meters) COMP JS4669 Y - -4,257,788.329 (meters) COMP JS4669 Z - 3,968,811.068 (meters) COMP JS4669 LAPLACE CORR- 5.85 (seconds) DEFLEC99 JS4669 ELLIP HEIGHT- 22.10 (meters) (09/28/05) GPS OBS JS4669 GEOID HEIGHT- -30.15 (meters) GEOID03 JS4669 JS4669 HORZ ORDER - B JS4669 ELLP ORDER - FOURTH CLASS I JS4669 JS4669.The horizontal coordinates were established by GPS observations JS4669.and adjusted by the National Geodetic Survey in September 2005. JS4669.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4669.DATUM ITEM on the data sheet items page. JS4669.The horizontal coordinates are valid at the epoch date displayed above. JS4669.The epoch date for horizontal control is a decimal equivalence JS4669.of Year/Month/Day. JS4669 JS4669.The orthometric height was determined by GPS observations and a JS4669.high-resolution geoid model. JS4669 JS4669.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4669 JS4669.The Laplace correction was computed from DEFLEC99 derived deflections. JS4669 JS4669.The ellipsoidal height was determined by GPS observations JS4669.and is referenced to NAD 83. JS4669 JS4669.The geoid height was determined by GEOID03. JS4669 JS4669; North East Units Scale Factor Converg. JS4669;SPC CA 2 - 618,046.714 2,062,058.204 MT 0.99993395 +0 26 59.9 JS4669;SPC CA 2 - 2,027,708.26 6,765,269.29 sFT 0.99993395 +0 26 59.9 JS4669;UTM 10 - 4,287,976.312 648,965.417 MT 0.99987327 +1 04 20.4 JS4669 JS4669! - Elev Factor x Scale Factor = Combined Factor JS4669!SPC CA 2 - 0.99999653 x 0.99993395 = 0.99993048 JS4669!UTM 10 - 0.99999653 x 0.99987327 = 0.99986980 JS4669 JS4669 SUPERSEDED SURVEY CONTROL JS4669 JS4669 NAD 83(1986)- 38 43 40.43887(N) 121 17 10.60301(W) AD(1984.00) 1 JS4669 NAD 83(1992)- 38 43 40.44455(N) 121 17 10.60727(W) AD(1991.35) B JS4669 ELLIP H (05/15/92) 22.18 (m) GP(1991.35) 4 2 JS4669 NGVD 29 (10/13/92) 51.6 (m) 169. (f) GPS OBS JS4669 JS4669.Superseded values are not recommended for survey control. JS4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4669.See file dsdata.txt to determine how the superseded data were derived. JS4669 JS4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4896587976(NAD 83) JS4669_MARKER: DD = SURVEY DISK JS4669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) JS4669_SP_SET: ALUMINUM ALLOY ROD JS4669_STAMPING: HPGN-CALIF. STA. 03-09 1991 JS4669_MARK LOGO: CADT JS4669_PROJECTION: FLUSH JS4669_MAGNETIC: N = NO MAGNETIC MATERIAL JS4669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4669+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4669_ROD/PIPE-DEPTH: 3 meters JS4669 JS4669 HISTORY - Date Condition Report By JS4669 HISTORY - 1991 MONUMENTED CADT JS4669 HISTORY - 19910522 GOOD NGS JS4669 HISTORY - 19920504 GOOD NGS JS4669 HISTORY - 19920510 GOOD NOS JS4669 HISTORY - 19920510 GOOD NOS JS4669 HISTORY - 19920519 GOOD NOS JS4669 HISTORY - 19930806 GOOD CADT JS4669 HISTORY - 19940608 GOOD CADT JS4669 HISTORY - 20041005 GOOD CADT JS4669 JS4669 STATION DESCRIPTION JS4669 JS4669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JS4669'THE STATION IS IN ROSEVILLE, JUST NORTHEAST OF THE INTERSECTION OF JS4669'INTERSTATE HIGHWAY 80 AND THE AUBURN BOULEVARD/RIVERSIDE AVENUE JS4669'INTERCHANGE. JS4669'TO REACH THE STATION FROM THE OVERPASS OF AUBURN BOULEVARD/RIVERSIDE JS4669'AVENUE OVER HIGHWAY 80, GO SOUTH FOR 0.15 MI (0.24 KM) TO A SIDE ROAD JS4669'LEFT. TURN LEFT AND GO NORTHEASTERLY ON ORLANDO ROAD FOR 0.4 MI JS4669'(0.6 KM) TO THE STATION ON THE LEFT. JS4669'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM JS4669'ACCESS COVER. LOCATED 137.4 FT (41.9 M) SOUTHWEST OF A NATIONAL JS4669'SELF STORAGE SIGN, 44.0 FT (13.4 M) NORTHWEST OF THE CENTERLINE OF JS4669'ORLANDO ROAD, 4.0 FT (1.2 M) SOUTHEAST OF THE FENCE AND 3.5 FT JS4669'(1.1 M) SOUTHEAST OF A FIBERGLASS WITNESS POST. JS4669 JS4669 STATION RECOVERY (1992) JS4669 JS4669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 JS4669'STATION IS LOCATED ABOUT 25 KM (15.5 MI) NORTHEAST OF SACRAMENTO, ON JS4669'THE SOUTHWEST SIDE OF ROSEVILLE, ALONG A FRONTAGE ROAD OF INTERSTATE JS4669'HIGHWAY 80, ABOUT 200 M (656.2 FT) SOUTHWEST OF THE DOUGLAS BOULEVARD JS4669'OVERPASS (NO EXIT), BETWEEN ROAD AND THE HIGHWAY RIGHT-OF-WAY FENCE, JS4669'AT SOUTHWEST END OF A SHALLOW CURVE. OWNERSHIP--CALIFORNIA DEPARTMENT JS4669'OF TRANSPORTATION. JS4669'TO REACH FROM THE OVERPASS AT THE AUBURN BOULEVARD-RIVERSIDE AVENUE JS4669'EXIT ON INTERSTATE HIGHWAY 80 (SOUTHWEST ONE OF FOUR ROSEVILLE EXITS) JS4669', GO SOUTHEAST ON AUBURN AVENUE FOR 0.23 KM (0.14 MI) TO A CROSSROAD. JS4669'TURN LEFT, NORTHEAST, ON ORLANDO ROAD (FRONTAGE ROAD) FOR 0.68 KM JS4669'(0.42 MI) TO SLIGHT CURVE RIGHT AND STATION ON THE LEFT. JS4669'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP JS4669'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 1.3 M (4.3 FT) JS4669'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.1 M (3.6 FT) SOUTHEAST OF A JS4669'FIBERGLASS WITNESS POST, 13.8 M (45.3 FT) NORTHWEST OF AND SLIGHTLY JS4669'LOWER THAN THE ROAD CENTER, 20.9 M (68.6 FT) WEST OF THE SOUTHWEST JS4669'END OF THE ROAD CURB AND 41.9 M (137.5 FT) SOUTHWEST OF A LARGE JS4669'NATIONAL SELF STORAGE SIGN. JS4669 JS4669 STATION RECOVERY (1992) JS4669 JS4669'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 JS4669'RECOVERED IN GOOD CONDITION. JS4669 JS4669 STATION RECOVERY (1992) JS4669 JS4669'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 JS4669'RECOVERED IN GOOD CONDITION. JS4669 JS4669 STATION RECOVERY (1992) JS4669 JS4669'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 JS4669'RECOVERED IN GOOD CONDITION. JS4669 JS4669 STATION RECOVERY (1993) JS4669 JS4669'RECOVERY NOTE BY CALTRANS 1993 JS4669'RECOVERED IN GOOD CONDITION. JS4669 JS4669 STATION RECOVERY (1994) JS4669 JS4669'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4669'RECOVERED AS DESCRIBED. JS4669 JS4669 STATION RECOVERY (2004) JS4669 JS4669'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS4669'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4669'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4669'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9235 *********************************************************************** AC9235 DESIGNATION - HPGN D CA 03 GM AC9235 PID - AC9235 AC9235 STATE/COUNTY- CA/PLACER AC9235 USGS QUAD - CHICAGO PARK (1979) AC9235 AC9235 *CURRENT SURVEY CONTROL AC9235 ___________________________________________________________________ AC9235* NAD 83(1998)- 39 09 11.54428(N) 120 53 26.61842(W) ADJUSTED AC9235* NAVD 88 - 899.4 (meters) 2951. (feet) GPS OBS AC9235 ___________________________________________________________________ AC9235 EPOCH DATE - 2004.69 AC9235 X - -2,543,027.429 (meters) COMP AC9235 Y - -4,250,650.194 (meters) COMP AC9235 Z - 4,006,072.418 (meters) COMP AC9235 LAPLACE CORR- 8.61 (seconds) DEFLEC99 AC9235 ELLIP HEIGHT- 873.62 (meters) (09/13/05) GPS OBS AC9235 GEOID HEIGHT- -25.75 (meters) GEOID03 AC9235 AC9235 HORZ ORDER - A AC9235 ELLP ORDER - FOURTH CLASS I AC9235 AC9235.The horizontal coordinates were established by GPS observations AC9235.and adjusted by the National Geodetic Survey in September 2005. AC9235.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9235.DATUM ITEM on the data sheet items page. AC9235.The horizontal coordinates are valid at the epoch date displayed above. AC9235.The epoch date for horizontal control is a decimal equivalence AC9235.of Year/Month/Day. AC9235 AC9235.The orthometric height was determined by GPS observations and a AC9235.high-resolution geoid model. AC9235 AC9235.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9235 AC9235.The Laplace correction was computed from DEFLEC99 derived deflections. AC9235 AC9235.The ellipsoidal height was determined by GPS observations AC9235.and is referenced to NAD 83. AC9235 AC9235.The geoid height was determined by GEOID03. AC9235 AC9235; North East Units Scale Factor Converg. AC9235;SPC CA 2 - 665,599.266 2,095,874.235 MT 0.99991539 +0 41 57.7 AC9235;SPC CA 2 - 2,183,720.26 6,876,214.05 sFT 0.99991539 +0 41 57.7 AC9235;UTM 10 - 4,335,897.081 682,259.515 MT 1.00000904 +1 19 55.8 AC9235 AC9235! - Elev Factor x Scale Factor = Combined Factor AC9235!SPC CA 2 - 0.99986295 x 0.99991539 = 0.99977836 AC9235!UTM 10 - 0.99986295 x 1.00000904 = 0.99987199 AC9235 AC9235 SUPERSEDED SURVEY CONTROL AC9235 AC9235 NAD 83(1992)- 39 09 11.54017(N) 120 53 26.61218(W) AD(1991.35) 1 AC9235 ELLIP H (06/13/97) 873.64 (m) GP(1991.35) 4 2 AC9235 AC9235.Superseded values are not recommended for survey control. AC9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9235.See file dsdata.txt to determine how the superseded data were derived. AC9235 AC9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ8226035897(NAD 83) AC9235_MARKER: DD = SURVEY DISK AC9235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC9235_STAMPING: CA-HPGN-DENSIFICATION STA. 03-GM 1994 AC9235_MARK LOGO: CADT AC9235_MAGNETIC: N = NO MAGNETIC MATERIAL AC9235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9235+STABILITY: SURFACE MOTION AC9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9235+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9235 AC9235 HISTORY - Date Condition Report By AC9235 HISTORY - 1994 MONUMENTED CADT AC9235 HISTORY - 19960827 GOOD CADT AC9235 HISTORY - 20030814 GOOD CADT AC9235 HISTORY - 20041005 GOOD CADT AC9235 AC9235 STATION DESCRIPTION AC9235 AC9235'DESCRIBED BY CALTRANS 1994 (JCB) AC9235'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 80 AC9235'NEAR THE COMMUNITY OF MAGRA, ABOUT 20 MI (32.2 KM) NORTHEAST OF AUBURN AC9235'AND 5 MI (8.0 KM) NORTHEAST OF COLFAX. TO REACH THE STATION FROM THE AC9235'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 174 (COLFAX-GRASS AC9235'VALLEY EXIT) IN COLFAX, GO EAST ON INTERSTATE 80 FOR 5.1 MI (8.2 KM) AC9235'TO THE MAGRA ROAD/SECRET TOWN ROAD OFF-RAMP. TAKE THE OFF-RAMP EAST AC9235'FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH SECRET TOWN ROAD. TURN AC9235'RIGHT AND GO SOUTHEAST ON SECRET TOWN ROAD FOR ABOUT 100 FT (30.5 M) AC9235'TO A T-INTERSECTION WITH MAGRA ROAD. TURN LEFT AND GO NORTHEAST ON AC9235'MAGRA ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT. THE AC9235'STATION IS A SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND, 38.0 AC9235'FT (11.6 M) NORTH OF THE CENTERLINE OF MAGRA ROAD, 25.9 FT (7.9 M) AC9235'SOUTH OF THE ASPHALT DIKE ON THE SOUTH SIDE OF INTERSTATE 80, 3.0 FT AC9235'(0.9 M) SOUTH OF THE RIGHT-OF-WAY FENCE, 3.0 FT (0.9 M) SOUTH OF A AC9235'CARSONITE WITNESS POST AND ABOUT 1 FT (0.3 M) LOWER THAN MAGRA ROAD. AC9235'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC9235'SURVEY. AC9235 AC9235 STATION RECOVERY (1996) AC9235 AC9235'RECOVERY NOTE BY CALTRANS 1996 (PTD) AC9235'RECOVERED AS DESCRIBED. AC9235 AC9235 STATION RECOVERY (2003) AC9235 AC9235'RECOVERY NOTE BY CALTRANS 2003 (DWM) AC9235'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9235'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9235'MODERNIZATION PROJECT. AC9235 AC9235 STATION RECOVERY (2004) AC9235 AC9235'RECOVERY NOTE BY CALTRANS 2004 (DWM) AC9235'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9235'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9235'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9844 *********************************************************************** AE9844 DESIGNATION - HPGN D CA 03 GQ AE9844 PID - AE9844 AE9844 STATE/COUNTY- CA/PLACER AE9844 USGS QUAD - HOMEWOOD (1992) AE9844 AE9844 *CURRENT SURVEY CONTROL AE9844 ___________________________________________________________________ AE9844* NAD 83(1998)- 39 04 28.22042(N) 120 09 15.89449(W) ADJUSTED AE9844* NAVD 88 - 1915.3 (meters) 6284. (feet) GPS OBS AE9844 ___________________________________________________________________ AE9844 EPOCH DATE - 2004.69 AE9844 X - -2,491,359.718 (meters) COMP AE9844 Y - -4,288,428.953 (meters) COMP AE9844 Z - 3,999,933.961 (meters) COMP AE9844 LAPLACE CORR- -6.87 (seconds) DEFLEC99 AE9844 ELLIP HEIGHT- 1891.53 (meters) (09/28/05) GPS OBS AE9844 GEOID HEIGHT- -23.72 (meters) GEOID03 AE9844 AE9844 HORZ ORDER - B AE9844 ELLP ORDER - FOURTH CLASS I AE9844 AE9844.The horizontal coordinates were established by GPS observations AE9844.and adjusted by the National Geodetic Survey in September 2005. AE9844.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9844.DATUM ITEM on the data sheet items page. AE9844.The horizontal coordinates are valid at the epoch date displayed above. AE9844.The epoch date for horizontal control is a decimal equivalence AE9844.of Year/Month/Day. AE9844 AE9844.The orthometric height was determined by GPS observations and a AE9844.high-resolution geoid model. AE9844 AE9844.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9844 AE9844.The Laplace correction was computed from DEFLEC99 derived deflections. AE9844 AE9844.The ellipsoidal height was determined by GPS observations AE9844.and is referenced to NAD 83. AE9844 AE9844.The geoid height was determined by GEOID03. AE9844 AE9844; North East Units Scale Factor Converg. AE9844;SPC CA 2 - 657,899.181 2,159,683.972 MT 0.99991469 +1 09 48.9 AE9844;SPC CA 2 - 2,158,457.56 7,085,563.16 sFT 0.99991469 +1 09 48.9 AE9844;UTM 10 - 4,328,899.525 746,166.557 MT 1.00034622 +1 47 40.4 AE9844 AE9844! - Elev Factor x Scale Factor = Combined Factor AE9844!SPC CA 2 - 0.99970332 x 0.99991469 = 0.99961803 AE9844!UTM 10 - 0.99970332 x 1.00034622 = 1.00004943 AE9844 AE9844 SUPERSEDED SURVEY CONTROL AE9844 AE9844 NAD 83(1992)- 39 04 28.21607(N) 120 09 15.88817(W) AD(1991.35) 1 AE9844 ELLIP H (05/26/98) 1891.54 (m) GP(1991.35) 4 2 AE9844 AE9844.Superseded values are not recommended for survey control. AE9844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9844.See file dsdata.txt to determine how the superseded data were derived. AE9844 AE9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4616728900(NAD 83) AE9844_MARKER: DD = SURVEY DISK AE9844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9844_STAMPING: CA-HPGN-DENSIFICATION STA. 03-GQ 1996 AE9844_MARK LOGO: CADT AE9844_MAGNETIC: N = NO MAGNETIC MATERIAL AE9844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9844+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003 AE9844 AE9844 HISTORY - Date Condition Report By AE9844 HISTORY - 1996 MONUMENTED CADT AE9844 HISTORY - 20030822 GOOD CADT AE9844 AE9844 STATION DESCRIPTION AE9844 AE9844'DESCRIBED BY CALTRANS 1996 (PTD) AE9844'THE STATION IS LOCATED IN HOMEWOOD, ABOUT 14 MI (22.5 KM) NORTHWEST OF AE9844'SOUTH LAKE TAHOE AND 6 MI (9.7 KM) SOUTH OF TAHOE CITY. TO REACH THE AE9844'STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 89 IN TAHOE CITY, AE9844'GO SOUTH ON HIGHWAY 89 FOR 6.6 MI (10.6 KM) TO THE U.S. POST OFFICE AE9844'IN HOMEWOOD. CONTINUE SOUTH ON HIGHWAY 89 FOR 0.45 MI (0.72 KM) TO A AE9844'SIDE ROAD RIGHT, MEADOW ROAD. TURN RIGHT AND GO SOUTHWEST ON MEADOW AE9844'ROAD FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH MCKINNEY DRIVE. AE9844'CONTINUE SOUTHWEST ON MEADOW ROAD FOR 0.05 MI (0.08 KM) TO A MEADOW AE9844'AND THE STATION ON THE LEFT. THE STATION IS A SURVEY DISK ENCASED IN AE9844'PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 94.5 AE9844'FT (28.8 M) SOUTHEAST OF AND ACROSS MEADOW ROAD FROM A FIRE HYDRANT, AE9844'63 FT (19.2 M) SOUTHEAST OF THE CENTERLINE OF MEADOW ROAD, 59 FT (18.0 AE9844'M) NORTHEAST OF THE SMALLEST PINE TREE IN A GROUP OF PINE TREES, 52.5 AE9844'FT (16.0 M) SOUTH OF THE SOUTHEAST CORNER OF A DRAINAGE INLET ON THE AE9844'SOUTHEAST SIDE OF MEADOW ROAD, 37.8 FT (11.5 M) SOUTHEAST OF A AE9844'CONCRETE CURB, 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST AE9844'AND ABOUT 0.5 FT (15.2 CM) LOWER THAN MEADOW ROAD. THE STATION WAS AE9844'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AE9844 AE9844 STATION RECOVERY (2003) AE9844 AE9844'RECOVERY NOTE BY CALTRANS 2003 (DWM) AE9844'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AE9844'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AE9844'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9846 *********************************************************************** AE9846 DESIGNATION - HPGN D CA 03 HN AE9846 PID - AE9846 AE9846 STATE/COUNTY- CA/PLACER AE9846 USGS QUAD - CISCO GROVE (1979) AE9846 AE9846 *CURRENT SURVEY CONTROL AE9846 ___________________________________________________________________ AE9846* NAD 83(1998)- 39 18 34.44112(N) 120 32 39.21649(W) ADJUSTED AE9846* NAVD 88 - 1729.1 (meters) 5673. (feet) GPS OBS AE9846 ___________________________________________________________________ AE9846 EPOCH DATE - 2004.69 AE9846 X - -2,512,021.803 (meters) COMP AE9846 Y - -4,257,049.158 (meters) COMP AE9846 Z - 4,020,047.558 (meters) COMP AE9846 LAPLACE CORR- 7.71 (seconds) DEFLEC99 AE9846 ELLIP HEIGHT- 1705.45 (meters) (09/28/05) GPS OBS AE9846 GEOID HEIGHT- -23.55 (meters) GEOID03 AE9846 AE9846 HORZ ORDER - B AE9846 ELLP ORDER - FOURTH CLASS I AE9846 AE9846.The horizontal coordinates were established by GPS observations AE9846.and adjusted by the National Geodetic Survey in September 2005. AE9846.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9846.DATUM ITEM on the data sheet items page. AE9846.The horizontal coordinates are valid at the epoch date displayed above. AE9846.The epoch date for horizontal control is a decimal equivalence AE9846.of Year/Month/Day. AE9846 AE9846.The orthometric height was determined by GPS observations and a AE9846.high-resolution geoid model. AE9846 AE9846.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9846 AE9846.The Laplace correction was computed from DEFLEC99 derived deflections. AE9846 AE9846.The ellipsoidal height was determined by GPS observations AE9846.and is referenced to NAD 83. AE9846 AE9846.The geoid height was determined by GEOID03. AE9846 AE9846; North East Units Scale Factor Converg. AE9846;SPC CA 2 - 683,377.356 2,125,541.916 MT 0.99992235 +0 55 04.1 AE9846;SPC CA 2 - 2,242,047.21 6,973,548.77 sFT 0.99992235 +0 55 04.1 AE9846;UTM 10 - 4,354,006.054 711,732.909 MT 1.00015202 +1 33 22.8 AE9846 AE9846! - Elev Factor x Scale Factor = Combined Factor AE9846!SPC CA 2 - 0.99973250 x 0.99992235 = 0.99965487 AE9846!UTM 10 - 0.99973250 x 1.00015202 = 0.99988448 AE9846 AE9846 SUPERSEDED SURVEY CONTROL AE9846 AE9846 NAD 83(1992)- 39 18 34.43724(N) 120 32 39.21071(W) AD(1991.35) 1 AE9846 ELLIP H (05/26/98) 1705.51 (m) GP(1991.35) 4 2 AE9846 AE9846.Superseded values are not recommended for survey control. AE9846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9846.See file dsdata.txt to determine how the superseded data were derived. AE9846 AE9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ1173354006(NAD 83) AE9846_MARKER: DD = SURVEY DISK AE9846_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AE9846_SP_SET: BRIDGE SIDEWALK AE9846_STAMPING: CA-HPGN-DENSIFICATION STA. 03-HN 1996 AE9846_MARK LOGO: CADT AE9846_MAGNETIC: N = NO MAGNETIC MATERIAL AE9846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9846+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003 AE9846 AE9846 HISTORY - Date Condition Report By AE9846 HISTORY - 1996 MONUMENTED CADT AE9846 HISTORY - 20030814 GOOD CADT AE9846 AE9846 STATION DESCRIPTION AE9846 AE9846'DESCRIBED BY CALTRANS 1996 (PTD) AE9846'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 80/CISCO GROVE AE9846'INTERCHANGE, ABOUT 40 MI (64.4 KM) NORTHEAST OF AUBURN AND 20 MI (32.2 AE9846'KM) WEST OF TRUCKEE. TO REACH THE STATION FROM THE JUNCTION OF AE9846'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 20, ABOUT 38 MI (61.2 KM) AE9846'NORTHEAST OF AUBURN, GO EAST ON INTERSTATE 80 FOR 3.6 MI (5.8 KM) TO AE9846'THE CISCO GROVE OFF-RAMP. TAKE THE OFF-RAMP EAST FOR 0.3 MI (0.5 KM) AE9846'TO THE INTERSECTION WITH CISCO ROAD. TURN LEFT AND GO NORTH ON CISCO AE9846'ROAD FOR ABOUT 100 FT (30.5 M) TO THE SOUTH END OF THE CISCO AE9846'OVERCROSSING AND THE STATION ON THE RIGHT. THE STATION IS SET FLUSH AE9846'IN THE SIDEWALK OVER THE SOUTH BRIDGE ABUTMENT, ABOUT 130 FT (39.6 M) AE9846'SOUTH OF THE CENTERLINE OF INTERSTATE 80, 17.0 FT (5.2 M) EAST OF THE AE9846'CENTERLINE OF CISCO ROAD, 14.5 FT (4.4 M) NORTH OF THE SOUTH END OF AE9846'THE SIDEWALK AND BRIDGE RAIL, 3.2 FT (1.0 M) WEST OF THE BRIDGE RAIL, AE9846'1.0 FT (0.3 M) SOUTH OF THE NORTH EDGE OF THE ABUTMENT AND 0.5 FT AE9846'(15.2 CM) HIGHER THAN THE ROADWAY. THE STATION WAS OCCUPIED AS PART AE9846'OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AE9846 AE9846 STATION RECOVERY (2003) AE9846 AE9846'RECOVERY NOTE BY CALTRANS 2003 (DWM) AE9846'THE STATION WAS RECOVERED AS DESCRIBED. STAMPING HAS BEEN OBLITERATED. AE9846'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE AE9846'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9835 *********************************************************************** AE9835 DESIGNATION - HPGN D CA 03 HQ AE9835 PID - AE9835 AE9835 STATE/COUNTY- CA/PLACER AE9835 USGS QUAD - TAHOE CITY (1992) AE9835 AE9835 *CURRENT SURVEY CONTROL AE9835 ___________________________________________________________________ AE9835* NAD 83(1998)- 39 12 21.32865(N) 120 12 18.19206(W) ADJUSTED AE9835* NAVD 88 - 1877.0 (meters) 6158. (feet) GPS OBS AE9835 ___________________________________________________________________ AE9835 EPOCH DATE - 2004.69 AE9835 X - -2,490,499.428 (meters) COMP AE9835 Y - -4,278,238.478 (meters) COMP AE9835 Z - 4,011,229.236 (meters) COMP AE9835 LAPLACE CORR- -1.74 (seconds) DEFLEC99 AE9835 ELLIP HEIGHT- 1853.47 (meters) (09/28/05) GPS OBS AE9835 GEOID HEIGHT- -23.45 (meters) GEOID03 AE9835 AE9835 HORZ ORDER - B AE9835 ELLP ORDER - FOURTH CLASS I AE9835 AE9835.The horizontal coordinates were established by GPS observations AE9835.and adjusted by the National Geodetic Survey in September 2005. AE9835.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9835.DATUM ITEM on the data sheet items page. AE9835.The horizontal coordinates are valid at the epoch date displayed above. AE9835.The epoch date for horizontal control is a decimal equivalence AE9835.of Year/Month/Day. AE9835 AE9835.The orthometric height was determined by GPS observations and a AE9835.high-resolution geoid model. AE9835 AE9835.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9835 AE9835.The Laplace correction was computed from DEFLEC99 derived deflections. AE9835 AE9835.The ellipsoidal height was determined by GPS observations AE9835.and is referenced to NAD 83. AE9835 AE9835.The geoid height was determined by GEOID03. AE9835 AE9835; North East Units Scale Factor Converg. AE9835;SPC CA 2 - 672,397.233 2,155,015.099 MT 0.99991690 +1 07 54.0 AE9835;SPC CA 2 - 2,206,023.26 7,070,245.37 sFT 0.99991690 +1 07 54.0 AE9835;UTM 10 - 4,343,351.088 741,335.672 MT 1.00031720 +1 46 03.2 AE9835 AE9835! - Elev Factor x Scale Factor = Combined Factor AE9835!SPC CA 2 - 0.99970929 x 0.99991690 = 0.99962621 AE9835!UTM 10 - 0.99970929 x 1.00031720 = 1.00002640 AE9835 AE9835 SUPERSEDED SURVEY CONTROL AE9835 AE9835 NAD 83(1992)- 39 12 21.32489(N) 120 12 18.18599(W) AD(1991.35) 1 AE9835 ELLIP H (05/26/98) 1853.51 (m) GP(1991.35) 4 2 AE9835 AE9835.Superseded values are not recommended for survey control. AE9835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9835.See file dsdata.txt to determine how the superseded data were derived. AE9835 AE9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4133643351(NAD 83) AE9835_MARKER: DD = SURVEY DISK AE9835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9835_STAMPING: CA-HPGN-DENSIFICATION STA. 03-HQ 1994 AE9835_MARK LOGO: CADT AE9835_MAGNETIC: N = NO MAGNETIC MATERIAL AE9835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9835+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003 AE9835 AE9835 HISTORY - Date Condition Report By AE9835 HISTORY - 1994 MONUMENTED CADT AE9835 HISTORY - 20030821 GOOD CADT AE9835 AE9835 STATION DESCRIPTION AE9835 AE9835'DESCRIBED BY CALTRANS 1994 (BES) AE9835'THE STATION IS LOCATED IN SQUAW VALLEY ON THE NORTH SIDE OF SQUAW AE9835'VALLEY ROAD, ABOUT 8 MI (12.9 KM) SOUTH OF TRUCKEE AND 4 MI (6.4 KM) AE9835'NORTHWEST OF TAHOE CITY. TO REACH THE STATION FROM THE JUNCTION OF AE9835'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 89 (SOUTH) IN TRUCKEE, GO AE9835'SOUTH ON HIGHWAY 89 FOR 0.5 MI (0.8 KM) TO THE NEVADA/PLACER COUNTY AE9835'LINE. CONTINUE SOUTH ON HIGHWAY 89 FOR 8.0 MI (12.9 KM) TO A SIDE AE9835'ROAD RIGHT, SQUAW VALLEY ROAD. TURN RIGHT AND GO WEST ON SQUAW VALLEY AE9835'ROAD FOR 0.3 MI (0.5 KM) TO SQUAW VALLEY ACADEMY ON THE LEFT AND THE AE9835'STATION ON THE RIGHT AT POST MILE 2.03. THE STATION IS A SURVEY DISK AE9835'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AE9835'GROUND, 113 FT (34.4 M) WEST OF JOINT POLE NO 17-A5/CA-24, 98 FT (29.9 AE9835'M) EAST OF JOINT POLE NO J-50950, 53 FT (16.2 M) WEST-NORTHWEST OF A AE9835'SIERRA PACIFIC POWER CO MANHOLE, 46.0 FT (14.0 M) NORTH OF THE AE9835'CENTERLINE OF SQUAW VALLEY ROAD, 9.5 FT (2.9 M) SOUTH OF A PEELER CORE AE9835'FENCE, 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST AND LEVEL WITH AE9835'SQUAW VALLEY ROAD. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA AE9835'HPGN DENSIFICATION SURVEY. AE9835 AE9835 STATION RECOVERY (2003) AE9835 AE9835'RECOVERY NOTE BY CALTRANS 2003 (DWM) AE9835'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AE9835'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AE9835'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6533 *********************************************************************** DH6533 DESIGNATION - INDUSTRIAL DH6533 PID - DH6533 DH6533 STATE/COUNTY- CA/PLACER DH6533 USGS QUAD - ROSEVILLE (1992) DH6533 DH6533 *CURRENT SURVEY CONTROL DH6533 ___________________________________________________________________ DH6533* NAD 83(1998)- 38 47 22.39871(N) 121 18 30.17431(W) ADJUSTED DH6533* NAVD 88 - 42.3 (meters) 139. (feet) GPS OBS DH6533 ___________________________________________________________________ DH6533 EPOCH DATE - 2004.69 DH6533 X - -2,586,791.318 (meters) COMP DH6533 Y - -4,253,122.560 (meters) COMP DH6533 Z - 3,974,141.797 (meters) COMP DH6533 LAPLACE CORR- 5.40 (seconds) DEFLEC99 DH6533 ELLIP HEIGHT- 12.10 (meters) (09/28/05) GPS OBS DH6533 GEOID HEIGHT- -30.09 (meters) GEOID03 DH6533 DH6533 HORZ ORDER - B DH6533 ELLP ORDER - FOURTH CLASS I DH6533 DH6533.The horizontal coordinates were established by GPS observations DH6533.and adjusted by the National Geodetic Survey in September 2005. DH6533.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6533.DATUM ITEM on the data sheet items page. DH6533.The horizontal coordinates are valid at the epoch date displayed above. DH6533.The epoch date for horizontal control is a decimal equivalence DH6533.of Year/Month/Day. DH6533 DH6533.The orthometric height was determined by GPS observations and a DH6533.high-resolution geoid model. DH6533 DH6533.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6533 DH6533.The Laplace correction was computed from DEFLEC99 derived deflections. DH6533 DH6533.The ellipsoidal height was determined by GPS observations DH6533.and is referenced to NAD 83. DH6533 DH6533.The geoid height was determined by GEOID03. DH6533 DH6533; North East Units Scale Factor Converg. DH6533;SPC CA 2 - 624,875.311 2,060,084.556 MT 0.99992787 +0 26 09.8 DH6533;SPC CA 2 - 2,050,111.75 6,758,794.08 sFT 0.99992787 +0 26 09.8 DH6533;UTM 10 - 4,294,782.624 646,917.749 MT 0.99986580 +1 03 35.7 DH6533 DH6533! - Elev Factor x Scale Factor = Combined Factor DH6533!SPC CA 2 - 0.99999810 x 0.99992787 = 0.99992597 DH6533!UTM 10 - 0.99999810 x 0.99986580 = 0.99986390 DH6533 DH6533 SUPERSEDED SURVEY CONTROL DH6533 DH6533.No superseded survey control is available for this station. DH6533 DH6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4691894783(NAD 83) DH6533_MARKER: DD = SURVEY DISK DH6533_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6533+WITH SETTING: INFORMATION. DH6533_STAMPING: INDUSTRIAL 2004 DH6533_MARK LOGO: CADT DH6533_PROJECTION: FLUSH DH6533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6533+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004 DH6533_ROD/PIPE-DEPTH: 0.92 meters DH6533_SLEEVE-DEPTH : N/A meters DH6533 DH6533 HISTORY - Date Condition Report By DH6533 HISTORY - 20040812 MONUMENTED CADT DH6533 DH6533 STATION DESCRIPTION DH6533 DH6533'DESCRIBED BY CALTRANS 2004 (PTD) DH6533'THE STATION IS LOCATED IN PLACER COUNTY NEAR ROSEVILLE, ABOUT 28.3 KM DH6533'NORTHEAST OF DOWNTOWN SACRAMENTO, 23 KM SOUTHWEST OF AUBURN, AND 12.3 DH6533'KM SOUTH OF LINCOLN. DH6533' DH6533'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 65 AND DH6533'TWELVE BRIDGES DRIVE NORTH OF ROSEVILLE, PROCEED WEST ON TWELVE DH6533'BRIDGES DRIVE 0.48 KM TO THE INTERSECTION WITH INDUSTRIAL BLVD. TURN DH6533'LEFT ON INDUSTRIAL BLVD AND PROCEED 6.92 KM SOUTHERLY TO THE STATION DH6533'ON THE RIGHT, ACROSS THE ROAD FROM ADDRESS NO. 8860. DH6533' DH6533'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6533'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6533'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 50.8 M DH6533'SOUTHWEST OF A JOINT POLE WITH A DROP LINE, 49.8 M SOUTH OF A METAL DH6533'WIRE MESH FENCE CORNER POST, 38.2 M WEST OF THE EDGE OF PAVEMENT FOR DH6533'INDUSTRIAL BLVD, 12.7 M WEST OF THE WEST RAIL OF THE UNION PACIFIC DH6533'RAILROAD TRACKS, 1.4 M EAST OF A BARBED WIRE R/W FENCE, 1.0 M EAST OF DH6533'A CARSONITE WITNESS POST, AND ABOUT 0.3 M LOWER THAN THE ROAD. THIS DH6533'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6533'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6434 *********************************************************************** DH6434 DESIGNATION - NEILS DH6434 PID - DH6434 DH6434 STATE/COUNTY- CA/PLACER DH6434 USGS QUAD - AUBURN (1981) DH6434 DH6434 *CURRENT SURVEY CONTROL DH6434 ___________________________________________________________________ DH6434* NAD 83(1998)- 38 57 23.47357(N) 121 01 57.89094(W) ADJUSTED DH6434* NAVD 88 - 476.2 (meters) 1562. (feet) GPS OBS DH6434 ___________________________________________________________________ DH6434 EPOCH DATE - 2004.69 DH6434 X - -2,560,478.811 (meters) COMP DH6434 Y - -4,255,840.657 (meters) COMP DH6434 Z - 3,988,846.661 (meters) COMP DH6434 LAPLACE CORR- 8.15 (seconds) DEFLEC99 DH6434 ELLIP HEIGHT- 448.50 (meters) (09/28/05) GPS OBS DH6434 GEOID HEIGHT- -27.60 (meters) GEOID03 DH6434 DH6434 HORZ ORDER - B DH6434 ELLP ORDER - FOURTH CLASS I DH6434 DH6434.The horizontal coordinates were established by GPS observations DH6434.and adjusted by the National Geodetic Survey in September 2005. DH6434.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6434.DATUM ITEM on the data sheet items page. DH6434.The horizontal coordinates are valid at the epoch date displayed above. DH6434.The epoch date for horizontal control is a decimal equivalence DH6434.of Year/Month/Day. DH6434 DH6434.The orthometric height was determined by GPS observations and a DH6434.high-resolution geoid model. DH6434 DH6434.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6434 DH6434.The Laplace correction was computed from DEFLEC99 derived deflections. DH6434 DH6434.The ellipsoidal height was determined by GPS observations DH6434.and is referenced to NAD 83. DH6434 DH6434.The geoid height was determined by GEOID03. DH6434 DH6434; North East Units Scale Factor Converg. DH6434;SPC CA 2 - 643,626.684 2,083,832.336 MT 0.99991716 +0 36 35.4 DH6434;SPC CA 2 - 2,111,631.88 6,836,706.59 sFT 0.99991716 +0 36 35.4 DH6434;UTM 10 - 4,313,791.922 670,459.143 MT 0.99995780 +1 14 13.8 DH6434 DH6434! - Elev Factor x Scale Factor = Combined Factor DH6434!SPC CA 2 - 0.99992964 x 0.99991716 = 0.99984680 DH6434!UTM 10 - 0.99992964 x 0.99995780 = 0.99988744 DH6434 DH6434 SUPERSEDED SURVEY CONTROL DH6434 DH6434.No superseded survey control is available for this station. DH6434 DH6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7045913792(NAD 83) DH6434_MARKER: DD = SURVEY DISK DH6434_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6434+WITH SETTING: INFORMATION. DH6434_STAMPING: NEILS 2004 DH6434_MARK LOGO: CADT DH6434_PROJECTION: PROJECTING 5 CENTIMETERS DH6434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6434+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004 DH6434_ROD/PIPE-DEPTH: 2.16 meters DH6434_SLEEVE-DEPTH : N/A meters DH6434 DH6434 HISTORY - Date Condition Report By DH6434 HISTORY - 20040722 MONUMENTED CADT DH6434 DH6434 STATION DESCRIPTION DH6434 DH6434'DESCRIBED BY CALTRANS 2004 (FTC) DH6434'THE STATION IS LOCATED IN PLACER COUNTY NEAR NEILSBURG, ABOUT 17.7 KM DH6434'WEST OF GEORGETOWN, 8.2 KM NORTHEAST OF AUBURN, AND 6.1 KM SOUTHWEST DH6434'OF APPLEGATE. DH6434' DH6434'TO REACHT HE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND NEILS DH6434'ROAD AT THE DRY CREEK INTERCHANGE NEAR FORESTHILL, PROCEED EASTERLY DH6434'ON NEILS ROAD 107 M TO THE STATION ON THE RIGHT AT THE TOP OF A CUT DH6434'BANK. DH6434' DH6434'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6434'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6434'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 43.3 M DH6434'EAST OF THE CENTERLINE OF THE EASTBOUND INTERSTATE 80 OFFRAMP, 15.0 M DH6434'SOUTH OF THE CENTERLINE OF NEILS ROAD, 15.0 M WEST OF A 6 IN X 10 IN DH6434'WOOD POST FENCE CORNER, 2.3 M NORTH OF A WIRE R/W FENCE, 2.1 M NORTH DH6434'OF A METAL GUARD POST, AND ABOUT 2.5 M HIGHER THAN NEILS ROAD. THIS DH6434'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6434'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DB4869 *********************************************************************** DB4869 DESIGNATION - NEWCASTLE RM 1 DB4869 PID - DB4869 DB4869 STATE/COUNTY- CA/PLACER DB4869 USGS QUAD - GOLD HILL (1973) DB4869 DB4869 *CURRENT SURVEY CONTROL DB4869 ___________________________________________________________________ DB4869* NAD 83(1998)- 38 52 36.88504(N) 121 07 38.98801(W) ADJUSTED DB4869* NAVD 88 - 303.8 (meters) 997. (feet) GPS OBS DB4869 ___________________________________________________________________ DB4869 EPOCH DATE - 2004.69 DB4869 X - -2,570,313.421 (meters) COMP DB4869 Y - -4,256,237.681 (meters) COMP DB4869 Z - 3,981,861.114 (meters) COMP DB4869 LAPLACE CORR- 13.34 (seconds) DEFLEC99 DB4869 ELLIP HEIGHT- 275.01 (meters) (09/28/05) GPS OBS DB4869 GEOID HEIGHT- -28.73 (meters) GEOID03 DB4869 DB4869 HORZ ORDER - B DB4869 ELLP ORDER - FOURTH CLASS I DB4869 DB4869.The horizontal coordinates were established by GPS observations DB4869.and adjusted by the National Geodetic Survey in September 2005. DB4869.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DB4869.DATUM ITEM on the data sheet items page. DB4869.The horizontal coordinates are valid at the epoch date displayed above. DB4869.The epoch date for horizontal control is a decimal equivalence DB4869.of Year/Month/Day. DB4869 DB4869.The orthometric height was determined by GPS observations and a DB4869.high-resolution geoid model. DB4869 DB4869.The X, Y, and Z were computed from the position and the ellipsoidal ht. DB4869 DB4869.The Laplace correction was computed from DEFLEC99 derived deflections. DB4869 DB4869.The ellipsoidal height was determined by GPS observations DB4869.and is referenced to NAD 83. DB4869 DB4869.The geoid height was determined by GEOID03. DB4869 DB4869; North East Units Scale Factor Converg. DB4869;SPC CA 2 - 634,707.098 2,075,705.475 MT 0.99992121 +0 33 00.3 DB4869;SPC CA 2 - 2,082,368.20 6,810,043.71 sFT 0.99992121 +0 33 00.3 DB4869;UTM 10 - 4,304,783.825 662,430.100 MT 0.99992489 +1 10 31.9 DB4869 DB4869! - Elev Factor x Scale Factor = Combined Factor DB4869!SPC CA 2 - 0.99995685 x 0.99992121 = 0.99987807 DB4869!UTM 10 - 0.99995685 x 0.99992489 = 0.99988175 DB4869 DB4869 SUPERSEDED SURVEY CONTROL DB4869 DB4869.No superseded survey control is available for this station. DB4869 DB4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6243004784(NAD 83) DB4869_MARKER: DR = REFERENCE MARK DISK DB4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DB4869_STAMPING: NEWCASTLE R.M. NO. 1 1972 DB4869_MARK LOGO: CADH DB4869_PROJECTION: FLUSH DB4869_MAGNETIC: N = NO MAGNETIC MATERIAL DB4869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DB4869+STABILITY: SURFACE MOTION DB4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DB4869+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DB4869 DB4869 HISTORY - Date Condition Report By DB4869 HISTORY - 1972 MONUMENTED CADH DB4869 HISTORY - 20041005 GOOD CADT DB4869 DB4869 STATION DESCRIPTION DB4869 DB4869'DESCRIBED BY CALTRANS 2004 (FTC) DB4869'THE STATION IS LOCATED IN PLACER COUNTY IN NEWCASTLE, ABOUT 13.1 KM DB4869'NORTHEAST OF ROCKLIN, 4.6 KM WEST-SOUTHWEST OF AUBURN, AND 0.5 KM DB4869'EAST-NORTHEAST OF NEWCASTLE. DB4869' DB4869'TO REACH THE STATION FROM THE INTERSECTION OF THE NEWCASTLE ROAD DB4869'OVERCROSSING AT INTERSTATE 80, PROCEED SOUTH, CROSSING OVER THE DB4869'FREEWAY, 80 M TO THE INTERSECTION WITH CHANTRY HILL ROAD. TURN LEFT DB4869'ON CHANTRY HILL ROAD AND PROCEED 350 M TO A 3-WAY INTERSECTION, DB4869'CHANTRY HILL ROAD, SECOND STREET, AND PARK AVENUE. TURN LEFT ON PARK DB4869'AVENUE AND PROCEED NORTHEASTERLY 130 M TO A FORK LEFT AT DRIVEWAY NO. DB4869'9560. BEAR LEFT AT THE FORK AND PROCEED NORTHEASTERLY 38 M TO A DB4869'LOCKED GATE. PROCEED THROUGH THE GATE AND FOLLOW THE GRAVEL ROAD DB4869'DOWNHILL AND TO THE RIGHT 120 M TO THE END OF VEHICULAR TRAVEL. PACK DB4869'NORTHEAST 40 M TO THE STATION. DB4869' DB4869'THE STATION IS A CADH BRASS REFERENCE MARK DISK SET IN A CONCRETE DB4869'CYLINDER FLUSH WITH THE GROUND. THE STATION LIES 47 M NORTHEAST OF DB4869'UNDERGROUND FIBER OPTIC CABLE MARKER, 40.9 M SOUTHEAST OF AN ANGLE DB4869'POINT IN CHAINLINK R/W FENCE, 16.0 M NORTH OF THE TOP BANK AT THE DB4869'NORTH EDGE OF THE TRACK ROAD, 11.8 M WEST OF A MULTI-TRUNK LIVE OAK, DB4869'AND 1.0 M NORTH OF A METAL GUARD POST. STATION NEWCASTLE AND DB4869'REFERENCE MARK 2 WERE BOTH FOUND IN GOOD CONDITION. THIS STATION WAS DB4869'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DB4869'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS0768 *********************************************************************** JS0768 DESIGNATION - P 1200 JS0768 PID - JS0768 JS0768 STATE/COUNTY- CA/PLACER JS0768 USGS QUAD - ROCKLIN (1981) JS0768 JS0768 *CURRENT SURVEY CONTROL JS0768 ___________________________________________________________________ JS0768* NAD 83(1998)- 38 49 43.36908(N) 121 11 25.70252(W) ADJUSTED JS0768* NAVD 88 - 127.675 (meters) 418.88 (feet) ADJUSTED JS0768 ___________________________________________________________________ JS0768 EPOCH DATE - 2004.69 JS0768 X - -2,576,657.157 (meters) COMP JS0768 Y - -4,256,163.671 (meters) COMP JS0768 Z - 3,977,583.175 (meters) COMP JS0768 LAPLACE CORR- 10.58 (seconds) DEFLEC99 JS0768 ELLIP HEIGHT- 98.20 (meters) (09/28/05) GPS OBS JS0768 GEOID HEIGHT- -29.44 (meters) GEOID03 JS0768 DYNAMIC HT - 127.588 (meters) 418.60 (feet) COMP JS0768 MODELED GRAV- 979,947.3 (mgal) NAVD 88 JS0768 JS0768 HORZ ORDER - B JS0768 VERT ORDER - FIRST CLASS I JS0768 ELLP ORDER - FOURTH CLASS I JS0768 JS0768.The horizontal coordinates were established by GPS observations JS0768.and adjusted by the National Geodetic Survey in September 2005. JS0768.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS0768.DATUM ITEM on the data sheet items page. JS0768.The horizontal coordinates are valid at the epoch date displayed above. JS0768.The epoch date for horizontal control is a decimal equivalence JS0768.of Year/Month/Day. JS0768 JS0768.The orthometric height was determined by differential leveling JS0768.and adjusted by the National Geodetic Survey in June 1991. JS0768 JS0768.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS0768 JS0768.The Laplace correction was computed from DEFLEC99 derived deflections. JS0768 JS0768.The ellipsoidal height was determined by GPS observations JS0768.and is referenced to NAD 83. JS0768 JS0768.The geoid height was determined by GEOID03. JS0768 JS0768.The dynamic height is computed by dividing the NAVD 88 JS0768.geopotential number by the normal gravity value computed on the JS0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS0768.degrees latitude (g = 980.6199 gals.). JS0768 JS0768.The modeled gravity was interpolated from observed gravity values. JS0768 JS0768; North East Units Scale Factor Converg. JS0768;SPC CA 2 - 629,306.468 2,070,288.953 MT 0.99992460 +0 30 37.4 JS0768;SPC CA 2 - 2,064,649.64 6,792,273.01 sFT 0.99992460 +0 30 37.4 JS0768;UTM 10 - 4,299,324.487 657,072.849 MT 0.99990381 +1 08 05.3 JS0768 JS0768! - Elev Factor x Scale Factor = Combined Factor JS0768!SPC CA 2 - 0.99998459 x 0.99992460 = 0.99990919 JS0768!UTM 10 - 0.99998459 x 0.99990381 = 0.99988840 JS0768 JS0768 SUPERSEDED SURVEY CONTROL JS0768 JS0768 NGVD 29 (??/??/92) 126.890 (m) 416.30 (f) ADJ UNCH 1 1 JS0768 JS0768.Superseded values are not recommended for survey control. JS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0768.See file dsdata.txt to determine how the superseded data were derived. JS0768 JS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5707399324(NAD 83) JS0768_MARKER: DB = BENCH MARK DISK JS0768_SETTING: 66 = SET IN ROCK OUTCROP JS0768_SP_SET: ROCK OUTCROP JS0768_STAMPING: P 1200 1969 JS0768_MARK LOGO: CGS JS0768_MAGNETIC: N = NO MAGNETIC MATERIAL JS0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS0768+STABILITY: POSITION/ELEVATION WELL JS0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS0768+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS0768 JS0768 HISTORY - Date Condition Report By JS0768 HISTORY - 1969 MONUMENTED CGS JS0768 HISTORY - 20040313 GOOD CADT JS0768 HISTORY - 20041005 GOOD CADT JS0768 JS0768 STATION DESCRIPTION JS0768 JS0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JS0768'7.8 MI NE FROM ROSEVILLE. JS0768'7.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS0768'FROM THE STATION AT ROSEVILLE, 0.25 MILE NORTH OF THE CROSSING JS0768'OF KING ROAD, 3 RAILS SOUTH OF A SWITCH STAND, AT THE CROSSING JS0768'OF A POWER LINE, IN THE TOP OF THE WEST END OF A 20- BY 40-FOOT JS0768'GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE JS0768'GROUND, 24.5 FEET EAST OF THE EAST RAIL OF THE WESTBOUND TRACK, JS0768'47.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING JS0768'WHICH IS ATTACHED TO THE SOUTH SIDE OF A BRICK BUILDING, 2 1/2 JS0768'FEET WEST OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES, 49 JS0768'FEET NORTH OF A POWER POLE WITH STEEL CLIMBING PEGS, 39 1/2 FEET JS0768'SOUTH OF A TELEPHONE POLE, AND ABOUT 2 1/2 FEET LOWER THAN THE JS0768'TRACK. JS0768 JS0768 STATION RECOVERY (2004) JS0768 JS0768'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS0768'RECOVERED IN GOOD CONDITION. JS0768 JS0768 STATION RECOVERY (2004) JS0768 JS0768'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS0768'THE STATION IS LOCATED IN PLACER COUNTY, ABOUT 7.2 KM SOUTHWEST OF JS0768'NEWCASTLE, 5.4 KM NORTHEAST OF ROCKLIN, AND 2.2 KM NORTH OF LOOMIS. JS0768' JS0768'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND JS0768'HORSESHOE BAR ROAD NEAR LOOMIS, PROCEED NORTHWESTERLY 0.9 KM ON JS0768'HORSESHOE BAR ROAD TO THE INTERSECTION WITH TAYLOR ROAD. TURN RIGHT JS0768'ON TAYLOR ROAD AND PROCEED NORTHEASTERLY 0.6 KM TO A FORKED JS0768'INTERSECTION WITH RIPPEY ROAD. TURN LEFT ON RIPPEY ROAD AND PROCEED 70 JS0768'M TO A DIRT ROAD ON THE LEFT. TURN LEFT ON DIRT ROAD AND PROCEED 175 JS0768'M NORTHEASTERLY PARALLELING THE UNION PACIFIC RAILROAD TRACKS UNTIL JS0768'THE ROAD ENDS, UNDER THE POWER LINES CROSSING OVER THE RAILROAD JS0768'TRACKS, AND THE STATION STRAIGHT AHEAD. JS0768' JS0768'THE STATION IS A CGS BENCHMARK DISK SET IN THE TOP OF THE WEST END OF JS0768'A 6.0 M X 12.2 M GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 2.0 M JS0768'ABOVE THE GROUND. THE STATION LIES 14.9 M NORTH OF A POWER POLE WITH JS0768'STEEL CLIMBING PEGS, 14.4 M SOUTHWEST OF THE SOUTHWEST CORNER OF A JS0768'METAL BUILDING ATTACHED TO THE SOUTH SIDE OF A BRICK BUILDING, 8.4 M JS0768'WEST OF A FENCE, 7.5 M EAST OF THE EAST RAILROAD RAIL, 3.0 M NORTH OF JS0768'A METAL GUARD POST, AND ABOUT 1 M LOWER THAN THE TRACKS. THIS STATION JS0768'WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS JS0768'GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6435 *********************************************************************** DH6435 DESIGNATION - SHADY GLEN DH6435 PID - DH6435 DH6435 STATE/COUNTY- CA/PLACER DH6435 USGS QUAD - COLFAX (1973) DH6435 DH6435 *CURRENT SURVEY CONTROL DH6435 ___________________________________________________________________ DH6435* NAD 83(1998)- 39 07 04.66158(N) 120 56 57.74475(W) ADJUSTED DH6435* NAVD 88 - 747.8 (meters) 2453. (feet) GPS OBS DH6435 ___________________________________________________________________ DH6435 EPOCH DATE - 2004.69 DH6435 X - -2,548,586.502 (meters) COMP DH6435 Y - -4,250,062.102 (meters) COMP DH6435 Z - 4,002,941.022 (meters) COMP DH6435 LAPLACE CORR- 7.83 (seconds) DEFLEC99 DH6435 ELLIP HEIGHT- 721.53 (meters) (09/28/05) GPS OBS DH6435 GEOID HEIGHT- -26.19 (meters) GEOID03 DH6435 DH6435 HORZ ORDER - B DH6435 ELLP ORDER - FOURTH CLASS I DH6435 DH6435.The horizontal coordinates were established by GPS observations DH6435.and adjusted by the National Geodetic Survey in September 2005. DH6435.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6435.DATUM ITEM on the data sheet items page. DH6435.The horizontal coordinates are valid at the epoch date displayed above. DH6435.The epoch date for horizontal control is a decimal equivalence DH6435.of Year/Month/Day. DH6435 DH6435.The orthometric height was determined by GPS observations and a DH6435.high-resolution geoid model. DH6435 DH6435.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6435 DH6435.The Laplace correction was computed from DEFLEC99 derived deflections. DH6435 DH6435.The ellipsoidal height was determined by GPS observations DH6435.and is referenced to NAD 83. DH6435 DH6435.The geoid height was determined by GEOID03. DH6435 DH6435; North East Units Scale Factor Converg. DH6435;SPC CA 2 - 661,626.771 2,090,850.917 MT 0.99991484 +0 39 44.6 DH6435;SPC CA 2 - 2,170,687.16 6,859,733.38 sFT 0.99991484 +0 39 44.6 DH6435;UTM 10 - 4,331,869.064 677,279.926 MT 0.99998699 +1 17 38.8 DH6435 DH6435! - Elev Factor x Scale Factor = Combined Factor DH6435!SPC CA 2 - 0.99988681 x 0.99991484 = 0.99980166 DH6435!UTM 10 - 0.99988681 x 0.99998699 = 0.99987380 DH6435 DH6435 SUPERSEDED SURVEY CONTROL DH6435 DH6435.No superseded survey control is available for this station. DH6435 DH6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7728031869(NAD 83) DH6435_MARKER: DD = SURVEY DISK DH6435_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6435+WITH SETTING: INFORMATION. DH6435_STAMPING: SHADY GLEN 2004 DH6435_MARK LOGO: CADT DH6435_PROJECTION: FLUSH DH6435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6435+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004 DH6435_ROD/PIPE-DEPTH: 2.16 meters DH6435_SLEEVE-DEPTH : N/A meters DH6435 DH6435 HISTORY - Date Condition Report By DH6435 HISTORY - 20040722 MONUMENTED CADT DH6435 DH6435 STATION DESCRIPTION DH6435 DH6435'DESCRIBED BY CALTRANS 2004 (FTC) DH6435'THE STATION IS LOCATED IN PLACER COUNTY IN SHADY GLEN, ABOUT 9.0 KM DH6435'EAST OF GRASS VALLEY, 3.2 KM SOUTHEAST OF CHICAGO PARK, AND 2.6 KM DH6435'NORTH OF COLFAX. DH6435' DH6435'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 174 AND DH6435'ROLLINS LAKE ROAD IN SHADY GLEN, AT THE WEST EDGE OF AN ASPHALT DH6435'PARKING AREA ON THE EAST SIDE OF THE INTERSECTION. DH6435' DH6435'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6435'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6435'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 31.1 M DH6435'NORTH OF LIGHT POLE NO. 1610, 23.4 M WEST OF A WIRE FENCE, 23.0 M DH6435'NORTH OF THE CENTERLINE OF HIGHWAY 174, 9.1 M EAST OF THE CENTERLINE DH6435'OF ROLLINS LAKE ROAD, 4.5 M SOUTH OF THE NORTH END OF A WOODEN DH6435'GUARDRAIL, 0.7 M EAST OF THE WOODEN GUARDRAIL, AND ABOUT LEVEL WITH DH6435'THE ROAD. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH DH6435'REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4600 *********************************************************************** JS4600 DESIGNATION - T 1435 JS4600 PID - JS4600 JS4600 STATE/COUNTY- CA/PLACER JS4600 USGS QUAD - LINCOLN (1981) JS4600 JS4600 *CURRENT SURVEY CONTROL JS4600 ___________________________________________________________________ JS4600* NAD 83(1998)- 38 54 48.09197(N) 121 19 08.98884(W) ADJUSTED JS4600* NAVD 88 - 44.565 (meters) 146.21 (feet) ADJUSTED JS4600 ___________________________________________________________________ JS4600 EPOCH DATE - 2004.69 JS4600 X - -2,583,111.271 (meters) COMP JS4600 Y - -4,245,272.382 (meters) COMP JS4600 Z - 3,984,846.938 (meters) COMP JS4600 LAPLACE CORR- 6.12 (seconds) DEFLEC99 JS4600 ELLIP HEIGHT- 14.99 (meters) (09/28/05) GPS OBS JS4600 GEOID HEIGHT- -29.54 (meters) GEOID03 JS4600 DYNAMIC HT - 44.537 (meters) 146.12 (feet) COMP JS4600 MODELED GRAV- 979,991.1 (mgal) NAVD 88 JS4600 JS4600 HORZ ORDER - B JS4600 VERT ORDER - FIRST CLASS II JS4600 ELLP ORDER - FOURTH CLASS I JS4600 JS4600.The horizontal coordinates were established by GPS observations JS4600.and adjusted by the National Geodetic Survey in September 2005. JS4600.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4600.DATUM ITEM on the data sheet items page. JS4600.The horizontal coordinates are valid at the epoch date displayed above. JS4600.The epoch date for horizontal control is a decimal equivalence JS4600.of Year/Month/Day. JS4600 JS4600.The orthometric height was determined by differential leveling JS4600.and adjusted by the National Geodetic Survey in June 1991. JS4600 JS4600.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4600 JS4600.The Laplace correction was computed from DEFLEC99 derived deflections. JS4600 JS4600.The ellipsoidal height was determined by GPS observations JS4600.and is referenced to NAD 83. JS4600 JS4600.The geoid height was determined by GEOID03. JS4600 JS4600.The dynamic height is computed by dividing the NAVD 88 JS4600.geopotential number by the normal gravity value computed on the JS4600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS4600.degrees latitude (g = 980.6199 gals.). JS4600 JS4600.The modeled gravity was interpolated from observed gravity values. JS4600 JS4600; North East Units Scale Factor Converg. JS4600;SPC CA 2 - 638,610.570 2,059,044.944 MT 0.99991912 +0 25 45.3 JS4600;SPC CA 2 - 2,095,174.85 6,755,383.29 sFT 0.99991912 +0 25 45.3 JS4600;UTM 10 - 4,308,504.903 645,728.368 MT 0.99986151 +1 03 21.6 JS4600 JS4600! - Elev Factor x Scale Factor = Combined Factor JS4600!SPC CA 2 - 0.99999765 x 0.99991912 = 0.99991677 JS4600!UTM 10 - 0.99999765 x 0.99986151 = 0.99985916 JS4600 JS4600 SUPERSEDED SURVEY CONTROL JS4600 JS4600 NAD 83(1998)- 38 54 48.08988(N) 121 19 08.98605(W) AD(1998.50) 1 JS4600 ELLIP H (02/15/01) 15.06 (m) GP(1998.50) 1 1 JS4600 NAVD 88 (02/15/01) 44.56 (m) 146.2 (f) LEVELING 3 JS4600 JS4600.Superseded values are not recommended for survey control. JS4600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4600.See file dsdata.txt to determine how the superseded data were derived. JS4600 JS4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4572808505(NAD 83) JS4600_MARKER: DV = VERTICAL CONTROL DISK JS4600_SETTING: 66 = SET IN ROCK OUTCROP JS4600_SP_SET: IN A DRILL HOLE IN BEDROCK JS4600_STAMPING: T 1435 1988 JS4600_MARK LOGO: NGS JS4600_MAGNETIC: N = NO MAGNETIC MATERIAL JS4600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS4600+STABILITY: POSITION/ELEVATION WELL JS4600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4600+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4600 JS4600 HISTORY - Date Condition Report By JS4600 HISTORY - 1988 MONUMENTED NGS JS4600 HISTORY - 20000922 GOOD CADT JS4600 HISTORY - 20001030 GOOD NGS JS4600 HISTORY - 20041005 GOOD CADT JS4600 JS4600 STATION DESCRIPTION JS4600 JS4600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 JS4600'3.4 KM (2.10 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD JS4600'FROM THE JUNCTION OF 5TH STREET IN LINCOLN, IN AN EXPOSED AREA OF JS4600'BEDROCK IN A SMALL HIGHWAY CUT, 56.2 M (184.4 FT) NORTHEAST OF THE JS4600'NEAR RAIL, 11.6 M (38.1 FT) NORTHEAST OF THE CENTERLINE OF STATE JS4600'HIGHWAY 65, 4.9 M (16.1 FT) NORTHWEST OF UTILITY POLE NUMBER 1630, 0.5 JS4600'M (1.6 FT) SOUTHWEST OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE JS4600'HIGHWAY, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE. JS4600 JS4600 STATION RECOVERY (2000) JS4600 JS4600'RECOVERY NOTE BY CALTRANS 2000 (FTC) JS4600'RECOVERED IN GOOD CONDITION. JS4600 JS4600 STATION RECOVERY (2000) JS4600 JS4600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) JS4600'THE STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) NORTH OF LINCOLN ON JS4600'THE EAST SIDE OF HIGHWAY 65 RIGHT OF WAY. OWNERSHIP STATE OF JS4600'CALIFORNIA. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 65 AND JS4600'STATE HIGHWAY 193 IN LINCOLN GO NORTH ON HIGHWAY 65 FOR 2.20 MILES JS4600'(3.54 KM) TO THE STATION ON THE RIGHT. 56.2 M (184.4 FT) NORTHEAST OF JS4600'THE NEAR RAIL, 11.7 M (38.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, JS4600'4.8 M (15.7 FT) NORTHWEST OF A POWER POLE, 0.5 M (1.6 FT) SOUTHWEST OF JS4600'A FENCE AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST. JS4600' JS4600 JS4600 STATION RECOVERY (2004) JS4600 JS4600'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS4600'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4600'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4600'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6441 *********************************************************************** DH6441 DESIGNATION - TROY DH6441 PID - DH6441 DH6441 STATE/COUNTY- CA/PLACER DH6441 USGS QUAD - SODA SPRINGS (1979) DH6441 DH6441 *CURRENT SURVEY CONTROL DH6441 ___________________________________________________________________ DH6441* NAD 83(1998)- 39 18 50.75709(N) 120 28 13.26544(W) ADJUSTED DH6441* NAVD 88 - 1836.1 (meters) 6024. (feet) GPS OBS DH6441 ___________________________________________________________________ DH6441 EPOCH DATE - 2004.69 DH6441 X - -2,506,411.177 (meters) COMP DH6441 Y - -4,260,081.186 (meters) COMP DH6441 Z - 4,020,504.884 (meters) COMP DH6441 LAPLACE CORR- 4.74 (seconds) DEFLEC99 DH6441 ELLIP HEIGHT- 1812.64 (meters) (09/28/05) GPS OBS DH6441 GEOID HEIGHT- -23.36 (meters) GEOID03 DH6441 DH6441 HORZ ORDER - B DH6441 ELLP ORDER - FOURTH CLASS I DH6441 DH6441.The horizontal coordinates were established by GPS observations DH6441.and adjusted by the National Geodetic Survey in September 2005. DH6441.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6441.DATUM ITEM on the data sheet items page. DH6441.The horizontal coordinates are valid at the epoch date displayed above. DH6441.The epoch date for horizontal control is a decimal equivalence DH6441.of Year/Month/Day. DH6441 DH6441.The orthometric height was determined by GPS observations and a DH6441.high-resolution geoid model. DH6441 DH6441.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6441 DH6441.The Laplace correction was computed from DEFLEC99 derived deflections. DH6441 DH6441.The ellipsoidal height was determined by GPS observations DH6441.and is referenced to NAD 83. DH6441 DH6441.The geoid height was determined by GEOID03. DH6441 DH6441; North East Units Scale Factor Converg. DH6441;SPC CA 2 - 683,985.061 2,131,903.665 MT 0.99992266 +0 57 51.8 DH6441;SPC CA 2 - 2,244,040.99 6,994,420.61 sFT 0.99992266 +0 57 51.8 DH6441;UTM 10 - 4,354,684.807 718,089.053 MT 1.00018566 +1 36 12.0 DH6441 DH6441! - Elev Factor x Scale Factor = Combined Factor DH6441!SPC CA 2 - 0.99971569 x 0.99992266 = 0.99963838 DH6441!UTM 10 - 0.99971569 x 1.00018566 = 0.99990130 DH6441 DH6441 SUPERSEDED SURVEY CONTROL DH6441 DH6441.No superseded survey control is available for this station. DH6441 DH6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ1808954685(NAD 83) DH6441_MARKER: DD = SURVEY DISK DH6441_SETTING: 66 = SET IN ROCK OUTCROP DH6441_STAMPING: TROY 2004 DH6441_MARK LOGO: CADT DH6441_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE DH6441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6441+STABILITY: POSITION/ELEVATION WELL DH6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6441+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 DH6441 DH6441 HISTORY - Date Condition Report By DH6441 HISTORY - 20040324 MONUMENTED CADT DH6441 DH6441 STATION DESCRIPTION DH6441 DH6441'DESCRIBED BY CALTRANS 2004 (DWM) DH6441'THE STATION IS LOCATED IN PLACER COUNTY NEAR KINGVALE, ABOUT 17.4 KM DH6441'EAST OF IMMIGRANT GAP, AND 7.9 KM WEST OF SODA SPRINGS. DH6441' DH6441'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND DH6441'RAINBOW ROAD NEAR KINGVALE, PROCEED EASTERLY ON RAINBOW ROAD 2.7 KM DH6441'TO A SMALL PAVED ROAD ON THE RIGHT. TURN RIGHT AND UPHILL AND PROCEED DH6441'110 M TO THE EASTERLY END OF A PAVED PARKING AREA AND THE STATION ON DH6441'THE LEFT IN A LARGE GRANITE OUTCROP. DH6441' DH6441'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN A LARGE PIECE DH6441'OF EXPOSED GRANITE BEDROCK. THE STATION LIES 28.2 M NORTH OF THE WEST DH6441'END OF THE WESTBOUND INTERSTATE 80 BRIDGE OVER THE SOUTH FORK OF THE DH6441'YUBA RIVER, 18.1 M WEST OF A 220 MM DBH LODGE POLE PINE TREE, 13.4 M DH6441'SOUTHEASTERLY OF THE SOUTHEASTERLY EDGE OF PAVED PARKING AREA, AND DH6441'2.65 M EAST OF A METAL GUARD POST. THIS STATION WAS OCCUPIED AS PART DH6441'OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6441'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KS0331 *********************************************************************** KS0331 DESIGNATION - V 566 KS0331 PID - KS0331 KS0331 STATE/COUNTY- CA/PLACER KS0331 USGS QUAD - COLFAX (1973) KS0331 KS0331 *CURRENT SURVEY CONTROL KS0331 ___________________________________________________________________ KS0331* NAD 83(1998)- 39 00 09.49413(N) 120 59 34.25767(W) ADJUSTED KS0331* NAVD 88 - 616.968 (meters) 2024.17 (feet) ADJUSTED KS0331 ___________________________________________________________________ KS0331 EPOCH DATE - 2004.69 KS0331 X - -2,555,912.727 (meters) COMP KS0331 Y - -4,254,955.874 (meters) COMP KS0331 Z - 3,992,915.762 (meters) COMP KS0331 LAPLACE CORR- 7.65 (seconds) DEFLEC99 KS0331 ELLIP HEIGHT- 589.83 (meters) (09/28/05) GPS OBS KS0331 GEOID HEIGHT- -27.11 (meters) GEOID03 KS0331 DYNAMIC HT - 616.534 (meters) 2022.75 (feet) COMP KS0331 MODELED GRAV- 979,904.2 (mgal) NAVD 88 KS0331 KS0331 HORZ ORDER - B KS0331 VERT ORDER - FIRST CLASS I KS0331 ELLP ORDER - FOURTH CLASS I KS0331 KS0331.The horizontal coordinates were established by GPS observations KS0331.and adjusted by the National Geodetic Survey in September 2005. KS0331.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS0331.DATUM ITEM on the data sheet items page. KS0331.The horizontal coordinates are valid at the epoch date displayed above. KS0331.The epoch date for horizontal control is a decimal equivalence KS0331.of Year/Month/Day. KS0331 KS0331.The orthometric height was determined by differential leveling KS0331.and adjusted by the National Geodetic Survey in June 1991. KS0331 KS0331.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS0331 KS0331.The Laplace correction was computed from DEFLEC99 derived deflections. KS0331 KS0331.The ellipsoidal height was determined by GPS observations KS0331.and is referenced to NAD 83. KS0331 KS0331.The geoid height was determined by GEOID03. KS0331 KS0331.The dynamic height is computed by dividing the NAVD 88 KS0331.geopotential number by the normal gravity value computed on the KS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0331.degrees latitude (g = 980.6199 gals.). KS0331 KS0331.The modeled gravity was interpolated from observed gravity values. KS0331 KS0331; North East Units Scale Factor Converg. KS0331;SPC CA 2 - 648,783.168 2,087,233.459 MT 0.99991569 +0 38 05.9 KS0331;SPC CA 2 - 2,128,549.44 6,847,865.11 sFT 0.99991569 +0 38 05.9 KS0331;UTM 10 - 4,318,985.623 673,803.711 MT 0.99997197 +1 15 48.7 KS0331 KS0331! - Elev Factor x Scale Factor = Combined Factor KS0331!SPC CA 2 - 0.99990747 x 0.99991569 = 0.99982316 KS0331!UTM 10 - 0.99990747 x 0.99997197 = 0.99987944 KS0331 KS0331 SUPERSEDED SURVEY CONTROL KS0331 KS0331 NAD 83(1992)- 39 00 09.48999(N) 120 59 34.25090(W) AD(1991.35) 1 KS0331 ELLIP H (06/13/97) 589.90 (m) GP(1991.35) 4 2 KS0331 NAVD 88 (06/13/97) 616.97 (m) 2024.2 (f) LEVELING 3 KS0331 NGVD 29 (??/??/??) 616.158 (m) 2021.51 (f) ADJUSTED 1 1 KS0331 KS0331.Superseded values are not recommended for survey control. KS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0331.See file dsdata.txt to determine how the superseded data were derived. KS0331 KS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7380418986(NAD 83) KS0331_MARKER: DB = BENCH MARK DISK KS0331_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES KS0331_SP_SET: CONCRETE FOUNDATION KS0331_STAMPING: V 566 1938 KS0331_MARK LOGO: CGS KS0331_MAGNETIC: N = NO MAGNETIC MATERIAL KS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0331+STABILITY: SURFACE MOTION KS0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0331+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KS0331 KS0331 HISTORY - Date Condition Report By KS0331 HISTORY - 1938 MONUMENTED CGS KS0331 HISTORY - 1969 GOOD NGS KS0331 HISTORY - 19940610 GOOD CADT KS0331 HISTORY - 19960827 GOOD CADT KS0331 HISTORY - 20030814 GOOD JOHFRA KS0331 HISTORY - 20041005 GOOD CADT KS0331 KS0331 STATION DESCRIPTION KS0331 KS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 KS0331'8.1 MI S FROM COLFAX. KS0331'8.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0331'FROM THE STATION AT COLFAX, 0.1 MILE NORTHEAST OF THE CROSSING KS0331'OF CROTHER ROAD SOUTHEAST TO APPLEGATE, 116 FEET SOUTHWEST KS0331'OF MILEPOST 134, IN THE TOP OF THE CENTER OF THE EAST MOST KS0331'ONE OF A GROUP OF 2-BY 2-FOOT CONCRETE FOUNDATIONS FOR A FORMER KS0331'WATER TANK, 47.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE KS0331'WESTBOUND TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK. KS0331 KS0331 STATION RECOVERY (1994) KS0331 KS0331'RECOVERY NOTE BY CALTRANS 1994 (JCB) KS0331'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE KS0331'STATION IS LOCATED ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 80 NEAR KS0331'THE COMMUNITY OF APPLEGATE, ABOUT 9 MI (14.5 KM) NORTHEAST OF AUBURN KS0331'AND 7 MI (11.3 KM) SOUTHWEST OF COLFAX. TO REACH THE STATION FROM THE KS0331'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 49 IN AUBURN, GO KS0331'EAST ON INTERSTATE 80 FOR 8.4 MI (13.5 KM) TO THE APPLEGATE ROAD KS0331'OFF-RAMP. TAKE THE OFF-RAMP EAST FOR 0.3 MI (0.5 KM) TO THE KS0331'INTERSECTION WITH CROTHER ROAD. TURN RIGHT AND GO SOUTHEAST ON KS0331'CROTHER ROAD, CROSSING OVER THE SOUTHERN PACIFIC RAILROAD TRACKS, FOR KS0331'0.2 MI (0.3 KM) TO A T-INTERSECTION WITH APPLEGATE ROAD. TURN RIGHT KS0331'AND GO WEST ON APPLEGATE ROAD FOR 0.05 MI (0.08 KM) TO A SIDE ROAD KS0331'RIGHT, APPLE COURT. TURN RIGHT AND GO NORTHWEST ON APPLE COURT FOR KS0331'0.1 MI (0.2 KM) TO THE END OF APPLE COURT. CONTINUE NORTHWEST ON A KS0331'DIRT ROAD FOR 0.05 MI (0.08 KM) TO A DIRT ROAD ON THE SOUTH SIDE OF KS0331'THE RAILROAD TRACKS. TURN RIGHT AND GO NORTHEAST ALONG THE TRACKS FOR KS0331'ABOUT 400 FT (121.9 M) TO THE STATION ON THE LEFT, ACROSS THE TRACKS KS0331'IN A FORMER WATER TANK FOUNDATION. THE STATION IS A BENCH MARK DISK KS0331'SET IN THE CENTER OF THE SOUTHEAST FOUNDATION PIER OF FOUR 2 FT (0.6 KS0331'M) BY 2 FT (0.6 M) CONCRETE FOUNDATION PIERS OF A FORMER WATER STORAGE KS0331'TANK THAT PROJECT 2.5 FT (0.8 M) ABOVE GROUND, ABOUT 220 FT (67.1 M) KS0331'WEST OF THE CROTHER ROAD BRIDGE OVER THE RAILROAD TRACKS, 112.5 FT KS0331'(34.3 M) SOUTHWEST OF RAILROAD MILEPOST 134, 89.5 FT (27.3 M) WEST OF KS0331'A 4 FT (1.2 M) DIAMETER PINE TREE ON THE NORTH SIDE OF THE TRACKS, KS0331'80.0 FT (24.4 M) NORTH OF AND ACROSS THE TRACKS FROM A UTILITY POLE ON KS0331'THE SOUTH SIDE OF THE TRACKS, 47.8 FT (14.6 M) NORTHWEST OF THE KS0331'NORTHWEST RAIL OF THE TRACKS AND 2.8 FT (0.9 M) NORTHEAST OF A METAL KS0331'WITNESS POST. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN KS0331'DENSIFICATION SURVEY. KS0331 KS0331 STATION RECOVERY (1996) KS0331 KS0331'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS0331'RECOVERED AS DESCRIBED. KS0331 KS0331 STATION RECOVERY (2003) KS0331 KS0331'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) KS0331'RECOVERED IN GOOD CONDITION. KS0331 KS0331 STATION RECOVERY (2004) KS0331 KS0331'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0331'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KS0331'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KS0331'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6629 *********************************************************************** DH6629 DESIGNATION - W 2 DH6629 PID - DH6629 DH6629 STATE/COUNTY- CA/PLACER DH6629 USGS QUAD - GOLD HILL (1973) DH6629 DH6629 *CURRENT SURVEY CONTROL DH6629 ___________________________________________________________________ DH6629* NAD 83(1998)- 38 53 11.13075(N) 121 13 08.61489(W) ADJUSTED DH6629* NAVD 88 - 95.6 (meters) 314. (feet) GPS OBS DH6629 ___________________________________________________________________ DH6629 EPOCH DATE - 2004.69 DH6629 X - -2,576,684.127 (meters) COMP DH6629 Y - -4,251,418.837 (meters) COMP DH6629 Z - 3,982,552.190 (meters) COMP DH6629 LAPLACE CORR- 10.81 (seconds) DEFLEC99 DH6629 ELLIP HEIGHT- 66.30 (meters) (09/28/05) GPS OBS DH6629 GEOID HEIGHT- -29.26 (meters) GEOID03 DH6629 DH6629 HORZ ORDER - B DH6629 ELLP ORDER - FOURTH CLASS I DH6629 DH6629.The horizontal coordinates were established by GPS observations DH6629.and adjusted by the National Geodetic Survey in September 2005. DH6629.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6629.DATUM ITEM on the data sheet items page. DH6629.The horizontal coordinates are valid at the epoch date displayed above. DH6629.The epoch date for horizontal control is a decimal equivalence DH6629.of Year/Month/Day. DH6629 DH6629.The orthometric height was determined by GPS observations and a DH6629.high-resolution geoid model. DH6629 DH6629.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6629 DH6629.The Laplace correction was computed from DEFLEC99 derived deflections. DH6629 DH6629.The ellipsoidal height was determined by GPS observations DH6629.and is referenced to NAD 83. DH6629 DH6629.The geoid height was determined by GEOID03. DH6629 DH6629; North East Units Scale Factor Converg. DH6629;SPC CA 2 - 635,690.737 2,067,751.857 MT 0.99992063 +0 29 32.5 DH6629;SPC CA 2 - 2,085,595.36 6,783,949.22 sFT 0.99992063 +0 29 32.5 DH6629;UTM 10 - 4,305,680.543 654,466.308 MT 0.99989381 +1 07 05.7 DH6629 DH6629! - Elev Factor x Scale Factor = Combined Factor DH6629!SPC CA 2 - 0.99998960 x 0.99992063 = 0.99991023 DH6629!UTM 10 - 0.99998960 x 0.99989381 = 0.99988341 DH6629 DH6629 SUPERSEDED SURVEY CONTROL DH6629 DH6629.No superseded survey control is available for this station. DH6629 DH6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ5446605681(NAD 83) DH6629_MARKER: DB = BENCH MARK DISK DH6629_SETTING: 80 = SET IN A BOULDER DH6629_STAMPING: W 2 1940 DH6629_MARK LOGO: USGS DH6629_MAGNETIC: N = NO MAGNETIC MATERIAL DH6629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6629+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH6629 DH6629 HISTORY - Date Condition Report By DH6629 HISTORY - 1940 MONUMENTED USGS DH6629 HISTORY - 20041005 GOOD CADT DH6629 DH6629 STATION DESCRIPTION DH6629 DH6629'DESCRIBED BY CALTRANS 2004 (FTC) DH6629'THE STATION IS LOCATED IN PLACER COUNTY NEAR GOLD HILL, ABOUT 8.8 KM DH6629'NORTH-NORTHWEST OF LOOMIS, 8.6 KM EAST OF LINCOLN, AND 7.6 KM WEST OF DH6629'NEWCASTLE. DH6629' DH6629'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 193 AND DH6629'SIERRA COLLEGE BLVD NEAR LINCOLN, PROCEED EASTERLY 1.7 KM ON STATE DH6629'HIGHWAY 193 TO WALTER'S RANCH ROAD AND THE STATION ON THE RIGHT. DH6629' DH6629'THE STATION IS A USGS BRASS BENCHMARK DISK SET IN A LARGE GRANITE DH6629'BOULDER. THE STATION LIES 35.4 M EAST- SOUTHEAST OF POWER POLE NO. DH6629'050689, 18.8 M SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.2 M WEST OF DH6629'THE CENTERLINE OF WALTER'S RANCH ROAD, 3.0 M NORTH OF A WIRE R/W DH6629'FENCE, AND 1.1 M NORTH OF A METAL GUARD POST. THIS STATION WAS DH6629'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6629'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6444 *********************************************************************** DH6444 DESIGNATION - WARD CREEK DH6444 PID - DH6444 DH6444 STATE/COUNTY- CA/PLACER DH6444 USGS QUAD - TAHOE CITY (1992) DH6444 DH6444 *CURRENT SURVEY CONTROL DH6444 ___________________________________________________________________ DH6444* NAD 83(1998)- 39 08 11.32892(N) 120 10 50.22115(W) ADJUSTED DH6444* NAVD 88 - 1970.8 (meters) 6466. (feet) GPS OBS DH6444 ___________________________________________________________________ DH6444 EPOCH DATE - 2004.69 DH6444 X - -2,491,159.909 (meters) COMP DH6444 Y - -4,283,573.867 (meters) COMP DH6444 Z - 4,005,309.603 (meters) COMP DH6444 LAPLACE CORR- -5.37 (seconds) DEFLEC99 DH6444 ELLIP HEIGHT- 1947.09 (meters) (09/28/05) GPS OBS DH6444 GEOID HEIGHT- -23.61 (meters) GEOID03 DH6444 DH6444 HORZ ORDER - B DH6444 ELLP ORDER - FOURTH CLASS I DH6444 DH6444.The horizontal coordinates were established by GPS observations DH6444.and adjusted by the National Geodetic Survey in September 2005. DH6444.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6444.DATUM ITEM on the data sheet items page. DH6444.The horizontal coordinates are valid at the epoch date displayed above. DH6444.The epoch date for horizontal control is a decimal equivalence DH6444.of Year/Month/Day. DH6444 DH6444.The orthometric height was determined by GPS observations and a DH6444.high-resolution geoid model. DH6444 DH6444.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6444 DH6444.The Laplace correction was computed from DEFLEC99 derived deflections. DH6444 DH6444.The ellipsoidal height was determined by GPS observations DH6444.and is referenced to NAD 83. DH6444 DH6444.The geoid height was determined by GEOID03. DH6444 DH6444; North East Units Scale Factor Converg. DH6444;SPC CA 2 - 664,731.765 2,157,279.515 MT 0.99991508 +1 08 49.4 DH6444;SPC CA 2 - 2,180,874.13 7,077,674.54 sFT 0.99991508 +1 08 49.4 DH6444;UTM 10 - 4,335,708.051 743,685.811 MT 1.00033125 +1 46 49.4 DH6444 DH6444! - Elev Factor x Scale Factor = Combined Factor DH6444!SPC CA 2 - 0.99969461 x 0.99991508 = 0.99960971 DH6444!UTM 10 - 0.99969461 x 1.00033125 = 1.00002576 DH6444 DH6444 SUPERSEDED SURVEY CONTROL DH6444 DH6444.No superseded survey control is available for this station. DH6444 DH6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4368635708(NAD 83) DH6444_MARKER: DD = SURVEY DISK DH6444_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6444+WITH SETTING: INFORMATION. DH6444_STAMPING: WARD CREEK 2004 DH6444_MARK LOGO: CADT DH6444_PROJECTION: PROJECTING 5 CENTIMETERS DH6444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6444+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004 DH6444_ROD/PIPE-DEPTH: 1.20 meters DH6444_SLEEVE-DEPTH : N/A meters DH6444 DH6444 HISTORY - Date Condition Report By DH6444 HISTORY - 20040728 MONUMENTED CADT DH6444 DH6444 STATION DESCRIPTION DH6444 DH6444'DESCRIBED BY CALTRANS 2004 (FTC) DH6444'THE STATION IS LOCATED IN PLACER COUNTY NEAR SUNNYSIDE ON THE WEST DH6444'SHORE OF LAKE TAHOE, ABOUT 12.1 KM NORTHWEST OF MEEKS BAY, 8.7 KM DH6444'SOUTHWEST OF DOLLAR POINT, AND 5.4 KM SOUTHWEST OF TAHOE CITY. DH6444' DH6444'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 28 AND DH6444'STATE HIGHWAY 89 IN TAHOE CITY, PROCEED 3.88 KM SOUTHERLY ON STATE DH6444'HIGHWAY 89 TO A SIDE ROAD RIGHT, PINELAND DRIVE. TURN RIGHT AND DH6444'PROCEED WESTERLY ON PINELAND DRIVE 710 M TO A FORK. BEAR LEFT AT THE DH6444'FORK, ON TWIN PEAKS DRIVE, AND CONTINUE WESTERLY 200 M TO A POINT AT DH6444'WHICH TWIN PEAKS DRIVE BECOMES WARD CREEK ROAD. CONTINUE ON WARD DH6444'CREEK ROAD 1.52 KM TO A SMALL GRAVEL PARKING AREA AND THE STATION ON DH6444'THE LEFT. DH6444' DH6444'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6444'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6444'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 64.0 M DH6444'SOUTHEAST OF A POWER POLE, 16.7 M NORTH-NORTHWEST OF THE WESTERLY DH6444'GATE POST OF A METAL FOREST SERVICE GATE, 15.1 M SOUTHWEST OF THE DH6444'CENTERLINE OF THE ROAD, 10.3 M SOUTHWEST OF POWER POLE NO. 1235, 1.0 DH6444'M NORTHEAST OF A METAL GUARD POST, AND ABOUT 0.5 M LOWER THAN THE DH6444'ROAD. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION DH6444'OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT.