1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6318 *********************************************************************** DH6318 DESIGNATION - 1 MEN 100.38 DH6318 PID - DH6318 DH6318 STATE/COUNTY- CA/MENDOCINO DH6318 USGS QUAD - HALES GROVE (1994) DH6318 DH6318 *CURRENT SURVEY CONTROL DH6318 ___________________________________________________________________ DH6318* NAD 83(1998)- 39 51 27.57572(N) 123 45 46.84112(W) ADJUSTED DH6318* NAVD 88 - 571.3 (meters) 1874. (feet) GPS OBS DH6318 ___________________________________________________________________ DH6318 EPOCH DATE - 2004.69 DH6318 X - -2,725,034.904 (meters) COMP DH6318 Y - -4,076,298.706 (meters) COMP DH6318 Z - 4,066,212.862 (meters) COMP DH6318 LAPLACE CORR- 7.37 (seconds) DEFLEC99 DH6318 ELLIP HEIGHT- 541.18 (meters) (09/28/05) GPS OBS DH6318 GEOID HEIGHT- -30.11 (meters) GEOID03 DH6318 DH6318 HORZ ORDER - B DH6318 ELLP ORDER - FOURTH CLASS I DH6318 DH6318.The horizontal coordinates were established by GPS observations DH6318.and adjusted by the National Geodetic Survey in September 2005. DH6318.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6318.DATUM ITEM on the data sheet items page. DH6318.The horizontal coordinates are valid at the epoch date displayed above. DH6318.The epoch date for horizontal control is a decimal equivalence DH6318.of Year/Month/Day. DH6318 DH6318.The orthometric height was determined by GPS observations and a DH6318.high-resolution geoid model. DH6318 DH6318.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6318 DH6318.The Laplace correction was computed from DEFLEC99 derived deflections. DH6318 DH6318.The ellipsoidal height was determined by GPS observations DH6318.and is referenced to NAD 83. DH6318 DH6318.The geoid height was determined by GEOID03. DH6318 DH6318; North East Units Scale Factor Converg. DH6318;SPC CA 2 - 744,685.381 1,849,146.135 MT 1.00000565 -1 06 41.5 DH6318;SPC CA 2 - 2,443,188.62 6,066,740.28 sFT 1.00000565 -1 06 41.5 DH6318;UTM 10 - 4,412,237.577 434,734.193 MT 0.99965244 -0 29 20.5 DH6318 DH6318! - Elev Factor x Scale Factor = Combined Factor DH6318!SPC CA 2 - 0.99991511 x 1.00000565 = 0.99992076 DH6318!UTM 10 - 0.99991511 x 0.99965244 = 0.99956758 DH6318 DH6318 SUPERSEDED SURVEY CONTROL DH6318 DH6318.No superseded survey control is available for this station. DH6318 DH6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3473412238(NAD 83) DH6318_MARKER: DD = SURVEY DISK DH6318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6318_STAMPING: 001 MEN 100.38 DH6318_MARK LOGO: CSRC DH6318_PROJECTION: FLUSH DH6318_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6318+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6318_ROD/PIPE-DEPTH: 4.3 meters DH6318 DH6318 HISTORY - Date Condition Report By DH6318 HISTORY - 20040828 MONUMENTED CADT DH6318 DH6318 STATION DESCRIPTION DH6318 DH6318'DESCRIBED BY CALTRANS 2004 (MTL) DH6318'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 20.4 KM DH6318'(12.6 MI) NORTHEASTERLY OF ROCKPORT ALONG U.S. HIGHWAY 1 AND 8.4 KM DH6318'(5.2 MI) SOUTHWESTERLY OF LEGGETT. DH6318' DH6318'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 101, IN DH6318'LEGGETT, PROCEED 8.4 KM (5.2 MI) SOUTHWESTERLY ALONG HIGHWAY 1 TO DH6318'POST MILE 100.38 AND THE STATION ON THE RIGHT IN A LARGE TURN-OUT ON DH6318'THE NORTHWESTERLY SIDE OF HIGHWAY 1. DH6318' DH6318'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6318'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6318'POST AND CARSONITE MARKER, 65.9 M NORTHWEST OF THE CENTERLINE OF THE DH6318'HIGHWAY AT THE WEST EDGE OF THE TURN-OUT, 62.3 M NORTHWESTERLY OF THE DH6318'EDGE OF PAVEMENT OF THE HIGHWAY, AND 1.4 M EAST OF THE WESTERLY TOP DH6318'OF SLOPE OF THE TURN-OUT. DH6318' DH6318'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6318'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6318'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6318'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6318'EUREKA. DH6318' DH6318'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6318'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6313 *********************************************************************** DH6313 DESIGNATION - 1 MEN 23.46 DH6313 PID - DH6313 DH6313 STATE/COUNTY- CA/MENDOCINO DH6313 USGS QUAD - MALLO PASS CREEK (1977) DH6313 DH6313 *CURRENT SURVEY CONTROL DH6313 ___________________________________________________________________ DH6313* NAD 83(1998)- 39 00 33.43051(N) 123 41 16.32501(W) ADJUSTED DH6313* NAVD 88 - 60.3 (meters) 198. (feet) GPS OBS DH6313 ___________________________________________________________________ DH6313 EPOCH DATE - 2004.69 DH6313 X - -2,752,652.523 (meters) COMP DH6313 Y - -4,129,322.227 (meters) COMP DH6313 Z - 3,993,136.109 (meters) COMP DH6313 LAPLACE CORR- 12.44 (seconds) DEFLEC99 DH6313 ELLIP HEIGHT- 28.54 (meters) (09/28/05) GPS OBS DH6313 GEOID HEIGHT- -31.69 (meters) GEOID03 DH6313 DH6313 HORZ ORDER - B DH6313 ELLP ORDER - FOURTH CLASS I DH6313 DH6313.The horizontal coordinates were established by GPS observations DH6313.and adjusted by the National Geodetic Survey in September 2005. DH6313.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6313.DATUM ITEM on the data sheet items page. DH6313.The horizontal coordinates are valid at the epoch date displayed above. DH6313.The epoch date for horizontal control is a decimal equivalence DH6313.of Year/Month/Day. DH6313 DH6313.The orthometric height was determined by GPS observations and a DH6313.high-resolution geoid model. DH6313 DH6313.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6313 DH6313.The Laplace correction was computed from DEFLEC99 derived deflections. DH6313 DH6313.The ellipsoidal height was determined by GPS observations DH6313.and is referenced to NAD 83. DH6313 DH6313.The geoid height was determined by GEOID03. DH6313 DH6313; North East Units Scale Factor Converg. DH6313;SPC CA 2 - 650,395.339 1,853,825.927 MT 0.99991553 -1 03 50.9 DH6313;SPC CA 2 - 2,133,838.71 6,082,093.90 sFT 0.99991553 -1 03 50.9 DH6313;UTM 10 - 4,318,032.124 440,443.785 MT 0.99964367 -0 25 58.8 DH6313 DH6313! - Elev Factor x Scale Factor = Combined Factor DH6313!SPC CA 2 - 0.99999552 x 0.99991553 = 0.99991105 DH6313!UTM 10 - 0.99999552 x 0.99964367 = 0.99963919 DH6313 DH6313 SUPERSEDED SURVEY CONTROL DH6313 DH6313.No superseded survey control is available for this station. DH6313 DH6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4044418032(NAD 83) DH6313_MARKER: DD = SURVEY DISK DH6313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6313_STAMPING: 001 MEN 23.46 DH6313_MARK LOGO: CSRC DH6313_PROJECTION: FLUSH DH6313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6313+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004 DH6313_ROD/PIPE-DEPTH: 14.2 meters DH6313 DH6313 HISTORY - Date Condition Report By DH6313 HISTORY - 20040920 MONUMENTED CADT DH6313 DH6313 STATION DESCRIPTION DH6313 DH6313'DESCRIBED BY CALTRANS 2004 (MTL) DH6313'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 4.9 KM (3.0 DH6313'MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM MANCHESTER AND 17.8 KM (11.0 DH6313'MI) SOUTHERLY OF ELK. DH6313' DH6313'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND MOUNTAIN DH6313'VIEW ROAD, WHICH IS 1.8 KM (1.1 MI) SOUTH OF MANCHESTER, PROCEED DH6313'6.67 KM (4.12 MI) NORTHERLY ALONG HIGHWAY 1 TO A LARGE TURN-OUT AT DH6313'POST MILE 23.46 AND THE STATION ON THE RIGHT. DH6313' DH6313'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6313'SET IN CONCRETE FLUSH WITH THE GROUND. 1.4 M EAST OF A STEEL FENCE DH6313'POST AND CARSONITE MARKER, 14.7 M EAST OF THE CENTERLINE OF THE DH6313'HIGHWAY, 28.1 M WEST A POWER POLE, AND 11.3 M EAST OF THE EDGE OF DH6313'PAVEMENT OF HIGHWAY 1. DH6313' DH6313'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6313'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6313'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6313'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6313'EUREKA. DH6313' DH6313'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6313'MODERNIZATION SURVEY OF 2004.T 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6310 *********************************************************************** DH6310 DESIGNATION - 1 MEN 37.38 DH6310 PID - DH6310 DH6310 STATE/COUNTY- CA/MENDOCINO DH6310 USGS QUAD - ELK (1960) DH6310 DH6310 *CURRENT SURVEY CONTROL DH6310 ___________________________________________________________________ DH6310* NAD 83(1998)- 39 09 52.66291(N) 123 44 21.55534(W) ADJUSTED DH6310* NAVD 88 - 77.1 (meters) 253. (feet) GPS OBS DH6310 ___________________________________________________________________ DH6310 EPOCH DATE - 2004.69 DH6310 X - -2,750,327.679 (meters) COMP DH6310 Y - -4,117,817.517 (meters) COMP DH6310 Z - 4,006,532.791 (meters) COMP DH6310 LAPLACE CORR- 11.14 (seconds) DEFLEC99 DH6310 ELLIP HEIGHT- 45.51 (meters) (09/28/05) GPS OBS DH6310 GEOID HEIGHT- -31.47 (meters) GEOID03 DH6310 DH6310 HORZ ORDER - B DH6310 ELLP ORDER - FOURTH CLASS I DH6310 DH6310.The horizontal coordinates were established by GPS observations DH6310.and adjusted by the National Geodetic Survey in September 2005. DH6310.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6310.DATUM ITEM on the data sheet items page. DH6310.The horizontal coordinates are valid at the epoch date displayed above. DH6310.The epoch date for horizontal control is a decimal equivalence DH6310.of Year/Month/Day. DH6310 DH6310.The orthometric height was determined by GPS observations and a DH6310.high-resolution geoid model. DH6310 DH6310.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6310 DH6310.The Laplace correction was computed from DEFLEC99 derived deflections. DH6310 DH6310.The ellipsoidal height was determined by GPS observations DH6310.and is referenced to NAD 83. DH6310 DH6310.The geoid height was determined by GEOID03. DH6310 DH6310; North East Units Scale Factor Converg. DH6310;SPC CA 2 - 667,720.398 1,849,700.518 MT 0.99991564 -1 05 47.7 DH6310;SPC CA 2 - 2,190,679.34 6,068,559.12 sFT 0.99991564 -1 05 47.7 DH6310;UTM 10 - 4,335,306.111 436,129.160 MT 0.99965023 -0 28 01.0 DH6310 DH6310! - Elev Factor x Scale Factor = Combined Factor DH6310!SPC CA 2 - 0.99999286 x 0.99991564 = 0.99990850 DH6310!UTM 10 - 0.99999286 x 0.99965023 = 0.99964309 DH6310 DH6310 SUPERSEDED SURVEY CONTROL DH6310 DH6310.No superseded survey control is available for this station. DH6310 DH6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3612935306(NAD 83) DH6310_MARKER: DD = SURVEY DISK DH6310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6310+WITH SETTING: INFORMATION. DH6310_STAMPING: 001 MEN 37.38 DH6310_MARK LOGO: CSRC DH6310_PROJECTION: FLUSH DH6310_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6310+STABILITY: SURFACE MOTION DH6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6310+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6310_ROD/PIPE-DEPTH: 2.3 meters DH6310 DH6310 HISTORY - Date Condition Report By DH6310 HISTORY - 20040828 MONUMENTED CADT DH6310 DH6310 STATION DESCRIPTION DH6310 DH6310'DESCRIBED BY CALTRANS 2004 (MTL) DH6310'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 4.9 KM (3.0 DH6310'MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE TOWN OF ELK AND 4.7 KM DH6310'(2.9 MI) SOUTHERLY OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 128. DH6310' DH6310'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128 DH6310'PROCEED 2.07 KM (1.28 MI) SOUTHERLY ALONG HIGHWAY 1 TO POST MILE DH6310'37.38 AND THE STATION ON THE RIGHT. DH6310' DH6310'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6310'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6310'POST AND CARSONITE MARKER, 43.7 M SOUTHEAST OF A POWER POLE, 2.0 M DH6310'SOUTHEAST OF A CAL DOT BRASS CAP IN CONCRETE, AND 9.0 M WEST FROM DH6310'THE CENTERLINE OF HIGHWAY 1. DH6310' DH6310'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6310'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6310'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6310'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6310'EUREKA. DH6310' DH6310'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6310'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6309 *********************************************************************** DH6309 DESIGNATION - 1 MEN 42.35 DH6309 PID - DH6309 DH6309 STATE/COUNTY- CA/MENDOCINO DH6309 USGS QUAD - ELK (1960) DH6309 DH6309 *CURRENT SURVEY CONTROL DH6309 ___________________________________________________________________ DH6309* NAD 83(1998)- 39 12 02.62431(N) 123 44 54.07551(W) ADJUSTED DH6309* NAVD 88 - 138.1 (meters) 453. (feet) GPS OBS DH6309 ___________________________________________________________________ DH6309 EPOCH DATE - 2004.69 DH6309 X - -2,749,596.454 (meters) COMP DH6309 Y - -4,115,317.778 (meters) COMP DH6309 Z - 4,009,678.047 (meters) COMP DH6309 LAPLACE CORR- 9.21 (seconds) DEFLEC99 DH6309 ELLIP HEIGHT- 106.62 (meters) (09/28/05) GPS OBS DH6309 GEOID HEIGHT- -31.42 (meters) GEOID03 DH6309 DH6309 HORZ ORDER - B DH6309 ELLP ORDER - FOURTH CLASS I DH6309 DH6309.The horizontal coordinates were established by GPS observations DH6309.and adjusted by the National Geodetic Survey in September 2005. DH6309.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6309.DATUM ITEM on the data sheet items page. DH6309.The horizontal coordinates are valid at the epoch date displayed above. DH6309.The epoch date for horizontal control is a decimal equivalence DH6309.of Year/Month/Day. DH6309 DH6309.The orthometric height was determined by GPS observations and a DH6309.high-resolution geoid model. DH6309 DH6309.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6309 DH6309.The Laplace correction was computed from DEFLEC99 derived deflections. DH6309 DH6309.The ellipsoidal height was determined by GPS observations DH6309.and is referenced to NAD 83. DH6309 DH6309.The geoid height was determined by GEOID03. DH6309 DH6309; North East Units Scale Factor Converg. DH6309;SPC CA 2 - 671,742.127 1,848,997.108 MT 0.99991672 -1 06 08.2 DH6309;SPC CA 2 - 2,203,873.96 6,066,251.35 sFT 0.99991672 -1 06 08.2 DH6309;UTM 10 - 4,339,318.805 435,381.808 MT 0.99965141 -0 28 22.8 DH6309 DH6309! - Elev Factor x Scale Factor = Combined Factor DH6309!SPC CA 2 - 0.99998327 x 0.99991672 = 0.99989999 DH6309!UTM 10 - 0.99998327 x 0.99965141 = 0.99963469 DH6309 DH6309 SUPERSEDED SURVEY CONTROL DH6309 DH6309.No superseded survey control is available for this station. DH6309 DH6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3538239319(NAD 83) DH6309_MARKER: DD = SURVEY DISK DH6309_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6309_STAMPING: 001 MEN 42.35 DH6309_MARK LOGO: CSRC DH6309_PROJECTION: FLUSH DH6309_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6309+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6309_ROD/PIPE-DEPTH: 3.2 meters DH6309 DH6309 HISTORY - Date Condition Report By DH6309 HISTORY - 20040828 MONUMENTED CADT DH6309 DH6309 STATION DESCRIPTION DH6309 DH6309'DESCRIBED BY CALTRANS 2004 (MTL) DH6309'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 3.1 KM (1.9 DH6309'MI) SOUTHERLY ALONG U.S. HIGHWAY 1 FROM ALBION,1.8 KM (1.1 MI) EAST DH6309'OF HIGHWAY 1 ON NAVARRO RIDGE ROAD, AND 14.4 KM (8.9 MI) DH6309'NORTHEASTERLY OF THE TOWN OF ELK. DH6309' DH6309'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 128 AND 1 DH6309'PROCEED 3.36 KM (2.08 MI) NORTH ALONG HIGHWAY 1 TO NAVARRO RIDGE DH6309'ROAD. TURN RIGHT AND PROCEED 1.78 KM (1.1 MI) EASTERLY ALONG NAVARRO DH6309'RIDGE ROAD TO A GRAVEL ROAD ON THE NORTH SIDE OF THE ROAD AND THE DH6309'STATION. DH6309' DH6309'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6309'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTH OF A STEEL FENCE DH6309'POST AND CARSONITE MARKER, 2.4 M EAST OF A 4IN X 4IN FENCE CORNER DH6309'POST, 8.4 M NORTHERLY OF THE CENTERLINE OF NAVARRO RIDGE ROAD, AND DH6309'24.8 M WESTERLY OF THE CENTERLINE OF THE GRAVEL ROAD. THE STATION DH6309'IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION DH6309'(CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN ENCROACHMENT DH6309'PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN AN DH6309'ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EUREKA. DH6309' DH6309'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6309'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6308 *********************************************************************** DH6308 DESIGNATION - 1 MEN 47.83 DH6308 PID - DH6308 DH6308 STATE/COUNTY- CA/MENDOCINO DH6308 USGS QUAD - MENDOCINO (1978) DH6308 DH6308 *CURRENT SURVEY CONTROL DH6308 ___________________________________________________________________ DH6308* NAD 83(1998)- 39 16 18.29016(N) 123 47 25.11244(W) ADJUSTED DH6308* NAVD 88 - 20.3 (meters) 67. (feet) GPS OBS DH6308 ___________________________________________________________________ DH6308 EPOCH DATE - 2004.69 DH6308 X - -2,749,784.788 (meters) COMP DH6308 Y - -4,109,082.766 (meters) COMP DH6308 Z - 4,015,710.421 (meters) COMP DH6308 LAPLACE CORR- 10.06 (seconds) DEFLEC99 DH6308 ELLIP HEIGHT- -11.21 (meters) (09/28/05) GPS OBS DH6308 GEOID HEIGHT- -31.44 (meters) GEOID03 DH6308 DH6308 HORZ ORDER - B DH6308 ELLP ORDER - FOURTH CLASS I DH6308 DH6308.The horizontal coordinates were established by GPS observations DH6308.and adjusted by the National Geodetic Survey in September 2005. DH6308.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6308.DATUM ITEM on the data sheet items page. DH6308.The horizontal coordinates are valid at the epoch date displayed above. DH6308.The epoch date for horizontal control is a decimal equivalence DH6308.of Year/Month/Day. DH6308 DH6308.The orthometric height was determined by GPS observations and a DH6308.high-resolution geoid model. DH6308 DH6308.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6308 DH6308.The Laplace correction was computed from DEFLEC99 derived deflections. DH6308 DH6308.The ellipsoidal height was determined by GPS observations DH6308.and is referenced to NAD 83. DH6308 DH6308.The geoid height was determined by GEOID03. DH6308 DH6308; North East Units Scale Factor Converg. DH6308;SPC CA 2 - 679,694.951 1,845,529.305 MT 0.99991999 -1 07 43.4 DH6308;SPC CA 2 - 2,229,965.85 6,054,874.06 sFT 0.99991999 -1 07 43.4 DH6308;UTM 10 - 4,347,230.999 431,827.865 MT 0.99965722 -0 30 01.0 DH6308 DH6308! - Elev Factor x Scale Factor = Combined Factor DH6308!SPC CA 2 - 1.00000176 x 0.99991999 = 0.99992175 DH6308!UTM 10 - 1.00000176 x 0.99965722 = 0.99965898 DH6308 DH6308 SUPERSEDED SURVEY CONTROL DH6308 DH6308.No superseded survey control is available for this station. DH6308 DH6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3182847231(NAD 83) DH6308_MARKER: DD = SURVEY DISK DH6308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6308+WITH SETTING: INFORMATION. DH6308_STAMPING: 001 MEN 47.83 DH6308_MARK LOGO: CSRC DH6308_PROJECTION: FLUSH DH6308_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6308+STABILITY: SURFACE MOTION DH6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6308+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6308_ROD/PIPE-DEPTH: 2.3 meters DH6308 DH6308 HISTORY - Date Condition Report By DH6308 HISTORY - 20040828 MONUMENTED CADT DH6308 DH6308 STATION DESCRIPTION DH6308 DH6308'DESCRIBED BY CALTRANS 2004 (MTL) DH6308'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 6.3 KM (3.9 DH6308'MI) NORTHERLY OF THE TOWN ALBION ALONG U.S. HIGHWAY 1, AND 0.3 KM DH6308'(0.2 MI) SOUTHERLY OF LITTLE RIVER. DH6308' DH6308'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128 DH6308'PROCEED 12.0 KM (7.4 MI) NORTHERLY ALONG HIGHWAY 1 TO POST MILE 47.83 DH6308'AND THE STATION ON THE LEFT IN A LARGE TURN OUT. DH6308' DH6308'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6308'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6308'POST AND CARSONITE MARKER, 16.8 M WEST OF THE CENTERLINE, 25.7 M DH6308'SOUTHEAST OF A 24IN PINE, 3.8 M WESTERLY OF A GUARDRAIL, AND 10.3 M DH6308'WEST OF THE EDGE OF PAVEMENT. DH6308' DH6308'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6308'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6308'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6308'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6308'EUREKA. DH6308' DH6308'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6308'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6311 *********************************************************************** DH6311 DESIGNATION - 1 MEN 55.35 DH6311 PID - DH6311 DH6311 STATE/COUNTY- CA/MENDOCINO DH6311 USGS QUAD - MENDOCINO (1978) DH6311 DH6311 *CURRENT SURVEY CONTROL DH6311 ___________________________________________________________________ DH6311* NAD 83(1998)- 39 21 56.24626(N) 123 48 37.36711(W) ADJUSTED DH6311* NAVD 88 - 55.5 (meters) 182. (feet) GPS OBS DH6311 ___________________________________________________________________ DH6311 EPOCH DATE - 2004.69 DH6311 X - -2,747,564.511 (meters) COMP DH6311 Y - -4,102,654.875 (meters) COMP DH6311 Z - 4,023,795.898 (meters) COMP DH6311 LAPLACE CORR- 10.12 (seconds) DEFLEC99 DH6311 ELLIP HEIGHT- 24.14 (meters) (09/28/05) GPS OBS DH6311 GEOID HEIGHT- -31.32 (meters) GEOID03 DH6311 DH6311 HORZ ORDER - B DH6311 ELLP ORDER - FOURTH CLASS I DH6311 DH6311.The horizontal coordinates were established by GPS observations DH6311.and adjusted by the National Geodetic Survey in September 2005. DH6311.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6311.DATUM ITEM on the data sheet items page. DH6311.The horizontal coordinates are valid at the epoch date displayed above. DH6311.The epoch date for horizontal control is a decimal equivalence DH6311.of Year/Month/Day. DH6311 DH6311.The orthometric height was determined by GPS observations and a DH6311.high-resolution geoid model. DH6311 DH6311.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6311 DH6311.The Laplace correction was computed from DEFLEC99 derived deflections. DH6311 DH6311.The ellipsoidal height was determined by GPS observations DH6311.and is referenced to NAD 83. DH6311 DH6311.The geoid height was determined by GEOID03. DH6311 DH6311; North East Units Scale Factor Converg. DH6311;SPC CA 2 - 690,148.726 1,844,005.391 MT 0.99992666 -1 08 29.0 DH6311;SPC CA 2 - 2,264,262.95 6,049,874.35 sFT 0.99992666 -1 08 29.0 DH6311;UTM 10 - 4,357,664.686 430,189.913 MT 0.99966000 -0 30 50.5 DH6311 DH6311! - Elev Factor x Scale Factor = Combined Factor DH6311!SPC CA 2 - 0.99999621 x 0.99992666 = 0.99992287 DH6311!UTM 10 - 0.99999621 x 0.99966000 = 0.99965621 DH6311 DH6311 SUPERSEDED SURVEY CONTROL DH6311 DH6311.No superseded survey control is available for this station. DH6311 DH6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3019057665(NAD 83) DH6311_MARKER: DD = SURVEY DISK DH6311_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6311+WITH SETTING: INFORMATION. DH6311_STAMPING: 001 MEN 55.35 DH6311_MARK LOGO: CSRC DH6311_PROJECTION: FLUSH DH6311_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6311+STABILITY: SURFACE MOTION DH6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6311+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6311_ROD/PIPE-DEPTH: 1.9 meters DH6311 DH6311 HISTORY - Date Condition Report By DH6311 HISTORY - 20040828 MONUMENTED CADT DH6311 DH6311 STATION DESCRIPTION DH6311 DH6311'DESCRIBED BY CALTRANS 2004 (MTL) DH6311'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 11.8 KM DH6311'(7.3 MI) NORTH OF LITTLE RIVER ALONG U.S. HIGHWAY 1 AND 7.1 KM (4.4 DH6311'MI) SOUTH OF FORT BRAGG. DH6311' DH6311'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6311'PROCEED 7.21 KM (4.45 MI) SOUTH ALONG HIGHWAY 1 TO POST MILE 55.35 DH6311'AND THE STATION ON THE RIGHT. DH6311' DH6311'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6311'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6311'POST AND CARSONITE MARKER, 15.0 M WESTERLY FROM THE CENTERLINE OF DH6311'THE HIGHWAY, 91.0 M NORTHERLY OF THE INTERSECTION OF HIGHWAY 1 AND DH6311'CASPAR STREET/FERN CREEK ROAD, AND 7.3 M WEST OF THE EDGE OF PAVEMENT DH6311'OF HIGHWAY DH6311' DH6311'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6311'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6311'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6311'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6311'EUREKA. DH6311' DH6311'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6311'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6077 *********************************************************************** DH6077 DESIGNATION - 1 MEN 59.95 DH6077 PID - DH6077 DH6077 STATE/COUNTY- CA/MENDOCINO DH6077 USGS QUAD - FORT BRAGG (1978) DH6077 DH6077 *CURRENT SURVEY CONTROL DH6077 ___________________________________________________________________ DH6077* NAD 83(1998)- 39 25 20.10162(N) 123 48 28.62069(W) ADJUSTED DH6077* NAVD 88 - 33.5 (meters) 110. (feet) GPS OBS DH6077 ___________________________________________________________________ DH6077 EPOCH DATE - 2004.69 DH6077 X - -2,745,161.083 (meters) COMP DH6077 Y - -4,099,442.055 (meters) COMP DH6077 Z - 4,028,640.499 (meters) COMP DH6077 LAPLACE CORR- 9.49 (seconds) DEFLEC99 DH6077 ELLIP HEIGHT- 2.26 (meters) (09/13/05) GPS OBS DH6077 GEOID HEIGHT- -31.20 (meters) GEOID03 DH6077 DH6077 HORZ ORDER - A DH6077 ELLP ORDER - FOURTH CLASS I DH6077 DH6077.The horizontal coordinates were established by GPS observations DH6077.and adjusted by the National Geodetic Survey in September 2005. DH6077.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6077.DATUM ITEM on the data sheet items page. DH6077.The horizontal coordinates are valid at the epoch date displayed above. DH6077.The epoch date for horizontal control is a decimal equivalence DH6077.of Year/Month/Day. DH6077 DH6077.The orthometric height was determined by GPS observations and a DH6077.high-resolution geoid model. DH6077 DH6077.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6077 DH6077.The Laplace correction was computed from DEFLEC99 derived deflections. DH6077 DH6077.The ellipsoidal height was determined by GPS observations DH6077.and is referenced to NAD 83. DH6077 DH6077.The geoid height was determined by GEOID03. DH6077 DH6077; North East Units Scale Factor Converg. DH6077;SPC CA 2 - 696,429.713 1,844,339.765 MT 0.99993199 -1 08 23.5 DH6077;SPC CA 2 - 2,284,869.82 6,050,971.38 sFT 0.99993199 -1 08 23.5 DH6077;UTM 10 - 4,363,947.262 430,455.456 MT 0.99965955 -0 30 47.1 DH6077 DH6077! - Elev Factor x Scale Factor = Combined Factor DH6077!SPC CA 2 - 0.99999965 x 0.99993199 = 0.99993164 DH6077!UTM 10 - 0.99999965 x 0.99965955 = 0.99965920 DH6077 DH6077 SUPERSEDED SURVEY CONTROL DH6077 DH6077.No superseded survey control is available for this station. DH6077 DH6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3045563947(NAD 83) DH6077_MARKER: DD = SURVEY DISK DH6077_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6077+WITH SETTING: INFORMATION. DH6077_STAMPING: 001 MEN 59.95 DH6077_MARK LOGO: CSRC DH6077_PROJECTION: FLUSH DH6077_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6077+STABILITY: SURFACE MOTION DH6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6077+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 DH6077_ROD/PIPE-DEPTH: 2.1 meters DH6077 DH6077 HISTORY - Date Condition Report By DH6077 HISTORY - 20040828 MONUMENTED CADT DH6077 HISTORY - 20040901 GOOD CADT DH6077 DH6077 STATION DESCRIPTION DH6077 DH6077'DESCRIBED BY CALTRANS 2004 (MTL) DH6077'THE STATION IS LOCATED IN MENDOCINO COUNTY, 1.4 MILES SOUTHERLY OF DH6077'FORT BRAGG ALONG HIGHWAY 1 AND 4.7 MILES NORTHERLY OF CASPAR. TO DH6077'REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 PROCEED DH6077'0.15 MILES NORTHERLY ALONG HIGHWAY 1. THE MONUMENT IS ON THE DH6077'WESTERLY SIDE OF THE HIGHWAY 15.6 METERS FROM THE CENTERLINE OF DH6077'HIGHWAY 1. DH6077' DH6077'THE STATION IS A 3.5 INCH CALTRANS ALUMINUM CAP SET ON AN ALUMINUM ROD DH6077'INSIDE A 24 INCH LONG, 6 INCH DIAMETER PVC WITH AN ALUMINUM LID DH6077'ASSEMBLY. A STEEL FENCE POST AND CARSONITE MARKER BEARS WESTERLY 0.9 DH6077'METERS. A BARBED WIRE FENCE RUNNING NORTH /SOUTH IS 1.2 METERS DH6077'WESTERLY OF THE MONUMENT. THE MONUMENT IS 6.6 METERS WESTERLY OF THE DH6077'WESTERLY EDGE OF PAVEMENT OF HIGHWAY 1. DH6077 DH6077 STATION RECOVERY (2004) DH6077 DH6077'RECOVERY NOTE BY CALTRANS 2004 (MTL) DH6077'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS PART OF THE DH6077'NROS (CALTRANS) HEIGHT MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6315 *********************************************************************** DH6315 DESIGNATION - 1 MEN 64.53 DH6315 PID - DH6315 DH6315 STATE/COUNTY- CA/MENDOCINO DH6315 USGS QUAD - FORT BRAGG (1978) DH6315 DH6315 *CURRENT SURVEY CONTROL DH6315 ___________________________________________________________________ DH6315* NAD 83(1998)- 39 29 02.62102(N) 123 47 28.85160(W) ADJUSTED DH6315* NAVD 88 - 22.2 (meters) 73. (feet) GPS OBS DH6315 ___________________________________________________________________ DH6315 EPOCH DATE - 2004.69 DH6315 X - -2,741,542.979 (meters) COMP DH6315 Y - -4,096,606.120 (meters) COMP DH6315 Z - 4,033,932.276 (meters) COMP DH6315 LAPLACE CORR- 8.93 (seconds) DEFLEC99 DH6315 ELLIP HEIGHT- -8.86 (meters) (09/28/05) GPS OBS DH6315 GEOID HEIGHT- -31.01 (meters) GEOID03 DH6315 DH6315 HORZ ORDER - B DH6315 ELLP ORDER - FOURTH CLASS I DH6315 DH6315.The horizontal coordinates were established by GPS observations DH6315.and adjusted by the National Geodetic Survey in September 2005. DH6315.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6315.DATUM ITEM on the data sheet items page. DH6315.The horizontal coordinates are valid at the epoch date displayed above. DH6315.The epoch date for horizontal control is a decimal equivalence DH6315.of Year/Month/Day. DH6315 DH6315.The orthometric height was determined by GPS observations and a DH6315.high-resolution geoid model. DH6315 DH6315.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6315 DH6315.The Laplace correction was computed from DEFLEC99 derived deflections. DH6315 DH6315.The ellipsoidal height was determined by GPS observations DH6315.and is referenced to NAD 83. DH6315 DH6315.The geoid height was determined by GEOID03. DH6315 DH6315; North East Units Scale Factor Converg. DH6315;SPC CA 2 - 703,262.136 1,845,904.271 MT 0.99993891 -1 07 45.8 DH6315;SPC CA 2 - 2,307,285.86 6,056,104.26 sFT 0.99993891 -1 07 45.8 DH6315;UTM 10 - 4,370,794.485 431,944.752 MT 0.99965702 -0 30 11.6 DH6315 DH6315! - Elev Factor x Scale Factor = Combined Factor DH6315!SPC CA 2 - 1.00000139 x 0.99993891 = 0.99994030 DH6315!UTM 10 - 1.00000139 x 0.99965702 = 0.99965841 DH6315 DH6315 SUPERSEDED SURVEY CONTROL DH6315 DH6315.No superseded survey control is available for this station. DH6315 DH6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3194570794(NAD 83) DH6315_MARKER: DD = SURVEY DISK DH6315_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6315_STAMPING: 001 MEN 64.53 DH6315_MARK LOGO: CSRC DH6315_PROJECTION: FLUSH DH6315_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6315+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6315_ROD/PIPE-DEPTH: 3.8 meters DH6315 DH6315 HISTORY - Date Condition Report By DH6315 HISTORY - 20040828 MONUMENTED CADT DH6315 DH6315 STATION DESCRIPTION DH6315 DH6315'DESCRIBED BY CALTRANS 2004 (MTL) DH6315'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 7.1 KM (4.4 DH6315'MI) NORTHERLY OF FORT BRAGG ALONG U.S. HIGHWAY 1 AND 0.8 KM (0.5 MI) DH6315'SOUTHERLY OF CLEONE. DH6315' DH6315'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6315'PROCEED 7.6 KM (4.7 MI) NORTHERLY ALONG HIGHWAY 1 TO POST MILE 64.53, DH6315'BOULDIN ROAD AND STATION ON THE RIGHT. DH6315' DH6315'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6315'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE DH6315'POST AND CARSONITE MARKER, 18.3 M NORTHERLY OF THE CENTERLINE OF DH6315'BOULDIN ROAD, 10.8 M EASTERLY OF THE CENTERLINE OF HIGHWAY 1, 44.2 M DH6315'SOUTH OF A CULVERT AT POST MILE MARKER 64.50, AND 4.7 M EAST OF THE DH6315'EDGE OF PAVEMENT OF HIGHWAY 1. DH6315' DH6315'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6315'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6315'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6315'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6315'EUREKA. DH6315' DH6315'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6315'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6314 *********************************************************************** DH6314 DESIGNATION - 1 MEN 74.58 DH6314 PID - DH6314 DH6314 STATE/COUNTY- CA/MENDOCINO DH6314 USGS QUAD - INGLENOOK (1994) DH6314 DH6314 *CURRENT SURVEY CONTROL DH6314 ___________________________________________________________________ DH6314* NAD 83(1998)- 39 36 20.39571(N) 123 47 04.59317(W) ADJUSTED DH6314* NAVD 88 - 44.5 (meters) 146. (feet) GPS OBS DH6314 ___________________________________________________________________ DH6314 EPOCH DATE - 2004.69 DH6314 X - -2,736,290.858 (meters) COMP DH6314 Y - -4,089,798.577 (meters) COMP DH6314 Z - 4,044,357.780 (meters) COMP DH6314 LAPLACE CORR- 10.53 (seconds) DEFLEC99 DH6314 ELLIP HEIGHT- 13.71 (meters) (09/28/05) GPS OBS DH6314 GEOID HEIGHT- -30.75 (meters) GEOID03 DH6314 DH6314 HORZ ORDER - B DH6314 ELLP ORDER - FOURTH CLASS I DH6314 DH6314.The horizontal coordinates were established by GPS observations DH6314.and adjusted by the National Geodetic Survey in September 2005. DH6314.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6314.DATUM ITEM on the data sheet items page. DH6314.The horizontal coordinates are valid at the epoch date displayed above. DH6314.The epoch date for horizontal control is a decimal equivalence DH6314.of Year/Month/Day. DH6314 DH6314.The orthometric height was determined by GPS observations and a DH6314.high-resolution geoid model. DH6314 DH6314.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6314 DH6314.The Laplace correction was computed from DEFLEC99 derived deflections. DH6314 DH6314.The ellipsoidal height was determined by GPS observations DH6314.and is referenced to NAD 83. DH6314 DH6314.The geoid height was determined by GEOID03. DH6314 DH6314; North East Units Scale Factor Converg. DH6314;SPC CA 2 - 716,748.616 1,846,748.950 MT 0.99995595 -1 07 30.5 DH6314;SPC CA 2 - 2,351,532.75 6,058,875.51 sFT 0.99995595 -1 07 30.5 DH6314;UTM 10 - 4,384,285.462 432,641.936 MT 0.99965586 -0 30 00.7 DH6314 DH6314! - Elev Factor x Scale Factor = Combined Factor DH6314!SPC CA 2 - 0.99999785 x 0.99995595 = 0.99995380 DH6314!UTM 10 - 0.99999785 x 0.99965586 = 0.99965371 DH6314 DH6314 SUPERSEDED SURVEY CONTROL DH6314 DH6314.No superseded survey control is available for this station. DH6314 DH6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3264284285(NAD 83) DH6314_MARKER: DD = SURVEY DISK DH6314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6314+WITH SETTING: INFORMATION. DH6314_STAMPING: 001 MEN 74.58 DH6314_MARK LOGO: CSRC DH6314_PROJECTION: FLUSH DH6314_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6314+STABILITY: SURFACE MOTION DH6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6314+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6314_ROD/PIPE-DEPTH: 2.7 meters DH6314 DH6314 HISTORY - Date Condition Report By DH6314 HISTORY - 20040828 MONUMENTED CADT DH6314 DH6314 STATION DESCRIPTION DH6314 DH6314'DESCRIBED BY CALTRANS 2004 (MTL) DH6314'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 21.5 KM DH6314'(13.3 MI) NORTHERLY OF FORT BRAGG ALONG U.S. HIGHWAY 1 AND 4.9 KM DH6314'(3.0 MI) SOUTHERLY OF THE TOWN OF WESTPORT. DH6314' DH6314'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6314'PROCEED NORTHERLY 25.6 KM (15.8 MI) ALONG HIGHWAY 1 TO POST MILE DH6314'74.58 AND THE STATION ON THE LEFT IN A LARGE TURN-OUT. DH6314' DH6314'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6314'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6314'POST AND CARSONITE MARKER, 18.4 M WESTERLY OF THE CENTERLINE OF DH6314'HIGHWAY 1, 11.0 M WESTERLY AND 0.8 M HIGHER THAN THE WESTERLY EDGE DH6314'OF PAVEMENT OF THE HIGHWAY. DH6314' DH6314'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6314'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6314'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6314'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6314'EUREKA. DH6314' DH6314'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6314'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6316 *********************************************************************** DH6316 DESIGNATION - 1 MEN 82.91 DH6316 PID - DH6316 DH6316 STATE/COUNTY- CA/MENDOCINO DH6316 USGS QUAD - WESTPORT (1994) DH6316 DH6316 *CURRENT SURVEY CONTROL DH6316 ___________________________________________________________________ DH6316* NAD 83(1998)- 39 42 09.01663(N) 123 48 12.62135(W) ADJUSTED DH6316* NAVD 88 - 20.0 (meters) 66. (feet) GPS OBS DH6316 ___________________________________________________________________ DH6316 EPOCH DATE - 2004.69 DH6316 X - -2,733,811.849 (meters) COMP DH6316 Y - -4,083,178.881 (meters) COMP DH6316 Z - 4,052,620.185 (meters) COMP DH6316 LAPLACE CORR- 10.81 (seconds) DEFLEC99 DH6316 ELLIP HEIGHT- -10.69 (meters) (09/28/05) GPS OBS DH6316 GEOID HEIGHT- -30.60 (meters) GEOID03 DH6316 DH6316 HORZ ORDER - B DH6316 ELLP ORDER - FOURTH CLASS I DH6316 DH6316.The horizontal coordinates were established by GPS observations DH6316.and adjusted by the National Geodetic Survey in September 2005. DH6316.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6316.DATUM ITEM on the data sheet items page. DH6316.The horizontal coordinates are valid at the epoch date displayed above. DH6316.The epoch date for horizontal control is a decimal equivalence DH6316.of Year/Month/Day. DH6316 DH6316.The orthometric height was determined by GPS observations and a DH6316.high-resolution geoid model. DH6316 DH6316.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6316 DH6316.The Laplace correction was computed from DEFLEC99 derived deflections. DH6316 DH6316.The ellipsoidal height was determined by GPS observations DH6316.and is referenced to NAD 83. DH6316 DH6316.The geoid height was determined by GEOID03. DH6316 DH6316; North East Units Scale Factor Converg. DH6316;SPC CA 2 - 727,530.004 1,845,339.783 MT 0.99997275 -1 08 13.4 DH6316;SPC CA 2 - 2,386,904.69 6,054,252.27 sFT 0.99997275 -1 08 13.4 DH6316;UTM 10 - 4,395,047.549 431,115.840 MT 0.99965842 -0 30 47.9 DH6316 DH6316! - Elev Factor x Scale Factor = Combined Factor DH6316!SPC CA 2 - 1.00000168 x 0.99997275 = 0.99997443 DH6316!UTM 10 - 1.00000168 x 0.99965842 = 0.99966010 DH6316 DH6316 SUPERSEDED SURVEY CONTROL DH6316 DH6316.No superseded survey control is available for this station. DH6316 DH6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3111695048(NAD 83) DH6316_MARKER: DD = SURVEY DISK DH6316_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DH6316_SP_SET: BRIDGE ABUTMENT DH6316_STAMPING: 001 MEN 82.91 DH6316_MARK LOGO: CSRC DH6316_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6316+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6316 DH6316 HISTORY - Date Condition Report By DH6316 HISTORY - 20040828 MONUMENTED CADT DH6316 DH6316 STATION DESCRIPTION DH6316 DH6316'DESCRIBED BY CALTRANS 2004 (MTL) DH6316'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 8.6 KM (5.3 DH6316'MI) NOTHERLY OF WESTPORT AND 7.9 KM (4.9 MI) SOUTHERLY OF THE TOWN OF DH6316'ROCKPORT. DH6316' DH6316'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 20 DH6316'PROCEED 31.3 KM (19.3 MI) NORTHERLY ALONG HIGHWAY 1 TO BRANSCOMB DH6316'ROAD, CONTINUE NORTHERLY 6.2 KM (3.8 MI) ALONG HIGHWAY 1 TO POST MILE DH6316'82.91 AND THE STATION ON THE RIGHT SET IN THE SOUTHEASTERLY ABUTMENT DH6316'OF A BRIDGE CROSSING JUAN CREEK. DH6316' DH6316'THE STATION IS A 3.5IN CAL DOT ALUMINUM CAP SET FLUSH IN THE DH6316'SOUTHEASTERLY BRIDGE ABUTMENT. 0.9 M EAST OF A STEEL FENCE POST AND DH6316'CARSONITE MARKER, 4.8 M EASTERLY OF THE CENTERLINE OF HIGHWAY 1, AND DH6316'1.3 M EAST OF THE EDGE OF PAVEMENT OF THE HIGHWAY. DH6316' DH6316'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6316'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6316'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6316'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6316'EUREKA. DH6316' DH6316'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6316'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6317 *********************************************************************** DH6317 DESIGNATION - 1 MEN 96.43 DH6317 PID - DH6317 DH6317 STATE/COUNTY- CA/MENDOCINO DH6317 USGS QUAD - HALES GROVE (1994) DH6317 DH6317 *CURRENT SURVEY CONTROL DH6317 ___________________________________________________________________ DH6317* NAD 83(1998)- 39 48 54.41821(N) 123 47 09.82976(W) ADJUSTED DH6317* NAVD 88 - 351.4 (meters) 1153. (feet) GPS OBS DH6317 ___________________________________________________________________ DH6317 EPOCH DATE - 2004.69 DH6317 X - -2,728,263.625 (meters) COMP DH6317 Y - -4,077,576.678 (meters) COMP DH6317 Z - 4,062,444.435 (meters) COMP DH6317 LAPLACE CORR- 8.59 (seconds) DEFLEC99 DH6317 ELLIP HEIGHT- 321.13 (meters) (09/28/05) GPS OBS DH6317 GEOID HEIGHT- -30.25 (meters) GEOID03 DH6317 DH6317 HORZ ORDER - B DH6317 ELLP ORDER - FOURTH CLASS I DH6317 DH6317.The horizontal coordinates were established by GPS observations DH6317.and adjusted by the National Geodetic Survey in September 2005. DH6317.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6317.DATUM ITEM on the data sheet items page. DH6317.The horizontal coordinates are valid at the epoch date displayed above. DH6317.The epoch date for horizontal control is a decimal equivalence DH6317.of Year/Month/Day. DH6317 DH6317.The orthometric height was determined by GPS observations and a DH6317.high-resolution geoid model. DH6317 DH6317.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6317 DH6317.The Laplace correction was computed from DEFLEC99 derived deflections. DH6317 DH6317.The ellipsoidal height was determined by GPS observations DH6317.and is referenced to NAD 83. DH6317 DH6317.The geoid height was determined by GEOID03. DH6317 DH6317; North East Units Scale Factor Converg. DH6317;SPC CA 2 - 740,001.110 1,847,081.054 MT 0.99999589 -1 07 33.8 DH6317;SPC CA 2 - 2,427,820.31 6,059,965.09 sFT 0.99999589 -1 07 33.8 DH6317;UTM 10 - 4,407,532.774 432,720.833 MT 0.99965573 -0 30 12.0 DH6317 DH6317! - Elev Factor x Scale Factor = Combined Factor DH6317!SPC CA 2 - 0.99994962 x 0.99999589 = 0.99994551 DH6317!UTM 10 - 0.99994962 x 0.99965573 = 0.99960537 DH6317 DH6317 SUPERSEDED SURVEY CONTROL DH6317 DH6317.No superseded survey control is available for this station. DH6317 DH6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3272107533(NAD 83) DH6317_MARKER: DD = SURVEY DISK DH6317_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6317_STAMPING: 001 MEN 96.43 DH6317_MARK LOGO: CSRC DH6317_PROJECTION: FLUSH DH6317_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6317+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004 DH6317_ROD/PIPE-DEPTH: 5.2 meters DH6317 DH6317 HISTORY - Date Condition Report By DH6317 HISTORY - 20040916 MONUMENTED CADT DH6317 DH6317 STATION DESCRIPTION DH6317 DH6317'DESCRIBED BY CALTRANS 2004 (MTL) DH6317'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 13.8 KM DH6317'(8.5 MI) NORTHEASTERLY OF ROCKPORT ALONG U.S. HIGHWAY 1 AND 14.82 KM DH6317'(9.15 MI) SOUTHWESTERLY OF LEGGETT. DH6317' DH6317'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 101, IN DH6317'LEGGETT, PROCEED 14.82 KM (9.15 MI) SOUTHWESTERLY ALONG HIGHWAY 1 TO DH6317'POST MILE 96.43 , THE STATION ON THE LEFT AND A PAVED DRIVEWAY ON DH6317'HIGHWAY 1. DH6317' DH6317'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6317'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTHEAST OF A STEEL DH6317'FENCE POST AND CARSONITE MARKER, 15.2 M SOUTHEASTERLY OF THE DH6317'CENTERLINE OF HIGHWAY 1, 9.2 M SOUTHWESTERLY OF THE EDGE OF A PAVED DH6317'DRIVEWAY, 21.0 M SOUTHWESTERLY OF A POWER POLE, 25.2 M NORTHEASTERLY DH6317'OF A 1.0 M DIA. REDWOOD, AND 11.2 M SOUTHEAST OF THE SOUTHEASTERLY DH6317'EDGE OF PAVEMENT OF HIGHWAY 1. DH6317' DH6317'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6317'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6317'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6317'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6317'EUREKA. DH6317' DH6317'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6317'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6536 *********************************************************************** DH6536 DESIGNATION - 101 MEN 0.62 DH6536 PID - DH6536 DH6536 STATE/COUNTY- CA/MENDOCINO DH6536 USGS QUAD - GUBE MOUNTAIN (1991) DH6536 DH6536 *CURRENT SURVEY CONTROL DH6536 ___________________________________________________________________ DH6536* NAD 83(1998)- 38 51 28.75819(N) 123 02 13.11517(W) ADJUSTED DH6536* NAVD 88 - 117.1 (meters) 384. (feet) GPS OBS DH6536 ___________________________________________________________________ DH6536 EPOCH DATE - 2004.69 DH6536 X - -2,711,345.124 (meters) COMP DH6536 Y - -4,169,212.334 (meters) COMP DH6536 Z - 3,980,107.218 (meters) COMP DH6536 LAPLACE CORR- 5.34 (seconds) DEFLEC99 DH6536 ELLIP HEIGHT- 86.73 (meters) (09/28/05) GPS OBS DH6536 GEOID HEIGHT- -30.30 (meters) GEOID03 DH6536 DH6536 HORZ ORDER - B DH6536 ELLP ORDER - FOURTH CLASS I DH6536 DH6536.The horizontal coordinates were established by GPS observations DH6536.and adjusted by the National Geodetic Survey in September 2005. DH6536.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6536.DATUM ITEM on the data sheet items page. DH6536.The horizontal coordinates are valid at the epoch date displayed above. DH6536.The epoch date for horizontal control is a decimal equivalence DH6536.of Year/Month/Day. DH6536 DH6536.The orthometric height was determined by GPS observations and a DH6536.high-resolution geoid model. DH6536 DH6536.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6536 DH6536.The Laplace correction was computed from DEFLEC99 derived deflections. DH6536 DH6536.The ellipsoidal height was determined by GPS observations DH6536.and is referenced to NAD 83. DH6536 DH6536.The geoid height was determined by GEOID03. DH6536 DH6536; North East Units Scale Factor Converg. DH6536;SPC CA 2 - 632,756.503 1,910,000.103 MT 0.99992246 -0 39 13.6 DH6536;SPC CA 2 - 2,075,968.63 6,266,392.00 sFT 0.99992246 -0 39 13.6 DH6536;UTM 10 - 4,301,018.243 496,791.755 MT 0.99960013 -0 01 23.5 DH6536 DH6536! - Elev Factor x Scale Factor = Combined Factor DH6536!SPC CA 2 - 0.99998639 x 0.99992246 = 0.99990885 DH6536!UTM 10 - 0.99998639 x 0.99960013 = 0.99958653 DH6536 DH6536 SUPERSEDED SURVEY CONTROL DH6536 DH6536.No superseded survey control is available for this station. DH6536 DH6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9679201018(NAD 83) DH6536_MARKER: DD = SURVEY DISK DH6536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6536+WITH SETTING: INFORMATION. DH6536_STAMPING: 101 MEN 0.62 DH6536_MARK LOGO: CSRC DH6536_PROJECTION: FLUSH DH6536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6536+STABILITY: SURFACE MOTION DH6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6536+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6536_ROD/PIPE-DEPTH: 1.8 meters DH6536 DH6536 HISTORY - Date Condition Report By DH6536 HISTORY - 20040828 MONUMENTED CADT DH6536 DH6536 STATION DESCRIPTION DH6536 DH6536'DESCRIBED BY CALTRANS 2004 (MTL) DH6536'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 5.7 KM (3.5 DH6536'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM CLOVERDALE AND 16.7 KM DH6536'(10.3 MI) SOUTH OF HOPLAND. DH6536' DH6536'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101 IN DH6536'HOPLAND PROCEED 16.5 KM (10.2 MI) SOUTHERLY TO THE SOUTHBOUND GEYSERS DH6536'ROAD OFF-RAMP, CONTINUE SOUTHEASTERLY 0.24 KM (0.15 MI), CROSSING DH6536'UNDER HIGHWAY 101, TO THE INTERSECTION OF GEYSERS ROAD/NORTHBOUND DH6536'ON-RAMP OF HIGHWAY 101, CONTINUE NORTHERLY 0.05 MILES ALONG THE DH6536'NORTHBOUND ON-RAMP TO THE STATION ON THE RIGHT. DH6536' DH6536'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6536'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EASTERLY OF A STEEL DH6536'FENCE POST AND CARSONITE MARKER BEARS, 22.2 M EASTERLY OF THE DH6536'CENTERLINE OF THE NORTHBOUND ON-RAMP, 55.0 M NORTHERLY OF A CULVERT DH6536'AT POST MILE MARKER 0.66 ON THE NORTHBOUND ON-RAMP, 15.8 M EAST OF DH6536'THE NORTHBOUND ON-RAMP EASTERLY EDGE OF PAVEMENT, AND APPROXIMATELY DH6536'4.5 M HIGHER THAN THE CENTERLINE OF THE ON-RAMP. DH6536' DH6536'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6536'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6536'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6536'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6536'EUREKA. DH6536' DH6536'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6536'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6537 *********************************************************************** DH6537 DESIGNATION - 101 MEN 15.10 DH6537 PID - DH6537 DH6537 STATE/COUNTY- CA/MENDOCINO DH6537 USGS QUAD - DH6537 DH6537 *CURRENT SURVEY CONTROL DH6537 ___________________________________________________________________ DH6537* NAD 83(1998)- 39 01 37.04443(N) 123 08 16.76437(W) ADJUSTED DH6537* NAVD 88 - 190.7 (meters) 626. (feet) GPS OBS DH6537 ___________________________________________________________________ DH6537 EPOCH DATE - 2004.69 DH6537 X - -2,712,277.451 (meters) COMP DH6537 Y - -4,154,601.097 (meters) COMP DH6537 Z - 3,994,743.409 (meters) COMP DH6537 LAPLACE CORR- 4.00 (seconds) DEFLEC99 DH6537 ELLIP HEIGHT- 160.59 (meters) (09/28/05) GPS OBS DH6537 GEOID HEIGHT- -30.06 (meters) GEOID03 DH6537 DH6537 HORZ ORDER - B DH6537 ELLP ORDER - FOURTH CLASS I DH6537 DH6537.The horizontal coordinates were established by GPS observations DH6537.and adjusted by the National Geodetic Survey in September 2005. DH6537.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6537.DATUM ITEM on the data sheet items page. DH6537.The horizontal coordinates are valid at the epoch date displayed above. DH6537.The epoch date for horizontal control is a decimal equivalence DH6537.of Year/Month/Day. DH6537 DH6537.The orthometric height was determined by GPS observations and a DH6537.high-resolution geoid model. DH6537 DH6537.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6537 DH6537.The Laplace correction was computed from DEFLEC99 derived deflections. DH6537 DH6537.The ellipsoidal height was determined by GPS observations DH6537.and is referenced to NAD 83. DH6537 DH6537.The geoid height was determined by GEOID03. DH6537 DH6537; North East Units Scale Factor Converg. DH6537;SPC CA 2 - 651,616.329 1,901,468.360 MT 0.99991518 -0 43 02.9 DH6537;SPC CA 2 - 2,137,844.57 6,238,400.78 sFT 0.99991518 -0 43 02.9 DH6537;UTM 10 - 4,319,777.070 488,055.728 MT 0.99960176 -0 05 12.8 DH6537 DH6537! - Elev Factor x Scale Factor = Combined Factor DH6537!SPC CA 2 - 0.99997480 x 0.99991518 = 0.99988999 DH6537!UTM 10 - 0.99997480 x 0.99960176 = 0.99957657 DH6537 DH6537 SUPERSEDED SURVEY CONTROL DH6537 DH6537.No superseded survey control is available for this station. DH6537 DH6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8805619777(NAD 83) DH6537_MARKER: DD = SURVEY DISK DH6537_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6537+WITH SETTING: INFORMATION. DH6537_STAMPING: 101 MEN 15.10 DH6537_MARK LOGO: CSRC DH6537_PROJECTION: FLUSH DH6537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6537+STABILITY: SURFACE MOTION DH6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6537+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6537_ROD/PIPE-DEPTH: 1.3 meters DH6537 DH6537 HISTORY - Date Condition Report By DH6537 HISTORY - 20040828 MONUMENTED CADT DH6537 DH6537 STATION DESCRIPTION DH6537 DH6537'DESCRIBED BY CALTRANS 2004 (MTL) DH6537'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 6.8 KM (4.2 DH6537'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM HOPLAND AND 15.2 KM (9.4 DH6537'MI) SOUTHERLY OF UKIAH. DH6537' DH6537'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN DH6537'HOPLAND, PROCEED NORTHERLY 6.8 KM (4.2 MI) ALONG HIGHWAY 101 TO POST DH6537'MILE 15.10 TO THE STATION AND A DIRT ROAD RUNNING EASTERLY ON THE DH6537'RIGHT. DH6537' DH6537'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6537'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE DH6537'POST AND CARSONITE MARKER BEARS, 27.8 M EASTERLY OF THE CENTERLINE DH6537'OF HIGHWAY 101, 10.6 M NORTHERLY OF A CULVERT WITH POST MILE MARKER DH6537'15.11 ON HIGHWAY 101, AND 20.3 M EAST OF THE EDGE OF PAVEMENT OF THE DH6537'HIGHWAY. DH6537' DH6537'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6537'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6537'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6537'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6537'EUREKA. DH6537' DH6537'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6537'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6299 *********************************************************************** DH6299 DESIGNATION - 101 MEN 25.13 DH6299 PID - DH6299 DH6299 STATE/COUNTY- CA/MENDOCINO DH6299 USGS QUAD - UKIAH (1975) DH6299 DH6299 *CURRENT SURVEY CONTROL DH6299 ___________________________________________________________________ DH6299* NAD 83(1998)- 39 09 37.84023(N) 123 11 53.66021(W) ADJUSTED DH6299* NAVD 88 - 184.6 (meters) 606. (feet) GPS OBS DH6299 ___________________________________________________________________ DH6299 EPOCH DATE - 2004.69 DH6299 X - -2,711,522.711 (meters) COMP DH6299 Y - -4,143,919.011 (meters) COMP DH6299 Z - 4,006,247.249 (meters) COMP DH6299 LAPLACE CORR- 4.06 (seconds) DEFLEC99 DH6299 ELLIP HEIGHT- 154.59 (meters) (09/28/05) GPS OBS DH6299 GEOID HEIGHT- -29.97 (meters) GEOID03 DH6299 DH6299 HORZ ORDER - B DH6299 ELLP ORDER - FOURTH CLASS I DH6299 DH6299.The horizontal coordinates were established by GPS observations DH6299.and adjusted by the National Geodetic Survey in September 2005. DH6299.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6299.DATUM ITEM on the data sheet items page. DH6299.The horizontal coordinates are valid at the epoch date displayed above. DH6299.The epoch date for horizontal control is a decimal equivalence DH6299.of Year/Month/Day. DH6299 DH6299.The orthometric height was determined by GPS observations and a DH6299.high-resolution geoid model. DH6299 DH6299.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6299 DH6299.The Laplace correction was computed from DEFLEC99 derived deflections. DH6299 DH6299.The ellipsoidal height was determined by GPS observations DH6299.and is referenced to NAD 83. DH6299 DH6299.The geoid height was determined by GEOID03. DH6299 DH6299; North East Units Scale Factor Converg. DH6299;SPC CA 2 - 666,507.674 1,896,447.545 MT 0.99991555 -0 45 19.6 DH6299;SPC CA 2 - 2,186,700.59 6,221,928.32 sFT 0.99991555 -0 45 19.6 DH6299;UTM 10 - 4,334,607.637 482,872.987 MT 0.99960361 -0 07 30.7 DH6299 DH6299! - Elev Factor x Scale Factor = Combined Factor DH6299!SPC CA 2 - 0.99997575 x 0.99991555 = 0.99989130 DH6299!UTM 10 - 0.99997575 x 0.99960361 = 0.99957937 DH6299 DH6299 SUPERSEDED SURVEY CONTROL DH6299 DH6299.No superseded survey control is available for this station. DH6299 DH6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8287334608(NAD 83) DH6299_MARKER: DD = SURVEY DISK DH6299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6299+WITH SETTING: INFORMATION. DH6299_STAMPING: 101 MEN 25.13 DH6299_MARK LOGO: CSRC DH6299_PROJECTION: FLUSH DH6299_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6299+STABILITY: SURFACE MOTION DH6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6299+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6299_ROD/PIPE-DEPTH: 2.0 meters DH6299 DH6299 HISTORY - Date Condition Report By DH6299 HISTORY - 20040828 MONUMENTED CADT DH6299 DH6299 STATION DESCRIPTION DH6299 DH6299'DESCRIBED BY CALTRANS 2004 (MTL) DH6299'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 0.97 KM DH6299'(0.6 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM UKIAH AND 9.2 KM (5.7 DH6299'MI) SOUTHERLY OF CALPELLA. DH6299' DH6299'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN DH6299'HOPLAND, PROCEED 23.0 KM (14.2 MI) NORTHERLY ALONG HIGHWAY 101 TO DH6299'WATER WORKS ROAD OFF-RAMP AT POST MILE 25.13 AND THE STATION ON THE DH6299'LEFT IN A DIRT TRAFFIC ISLAND. DH6299' DH6299'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6299'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST A STEEL FENCE POST DH6299'AND CARSONITE MARKER, 17.4 M EAST OF THE CENTERLINE OF THE DH6299'NORTHBOUND LANES, 10.7 M NORTH OF A CULVERT AT POST MILE MARKER 25.12 DH6299'ON HIGHWAY 101, AND 10.5 M EAST OF THE EDGE OF PAVEMENT OF HIGHWAY DH6299'101. DH6299' DH6299'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6299'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6299'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6299'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6299'EUREKA. DH6299' DH6299'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6299'DENSIFICATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6332 *********************************************************************** DH6332 DESIGNATION - 101 MEN 33.84 DH6332 PID - DH6332 DH6332 STATE/COUNTY- CA/MENDOCINO DH6332 USGS QUAD - REDWOOD VALLEY (1975) DH6332 DH6332 *CURRENT SURVEY CONTROL DH6332 ___________________________________________________________________ DH6332* NAD 83(1998)- 39 16 14.07907(N) 123 14 32.48497(W) ADJUSTED DH6332* NAVD 88 - 231.2 (meters) 759. (feet) GPS OBS DH6332 ___________________________________________________________________ DH6332 EPOCH DATE - 2004.69 DH6332 X - -2,710,497.374 (meters) COMP DH6332 Y - -4,135,398.523 (meters) COMP DH6332 Z - 4,015,744.368 (meters) COMP DH6332 LAPLACE CORR- 2.04 (seconds) DEFLEC99 DH6332 ELLIP HEIGHT- 201.25 (meters) (09/28/05) GPS OBS DH6332 GEOID HEIGHT- -29.82 (meters) GEOID03 DH6332 DH6332 HORZ ORDER - B DH6332 ELLP ORDER - FOURTH CLASS I DH6332 DH6332.The horizontal coordinates were established by GPS observations DH6332.and adjusted by the National Geodetic Survey in September 2005. DH6332.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6332.DATUM ITEM on the data sheet items page. DH6332.The horizontal coordinates are valid at the epoch date displayed above. DH6332.The epoch date for horizontal control is a decimal equivalence DH6332.of Year/Month/Day. DH6332 DH6332.The orthometric height was determined by GPS observations and a DH6332.high-resolution geoid model. DH6332 DH6332.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6332 DH6332.The Laplace correction was computed from DEFLEC99 derived deflections. DH6332 DH6332.The ellipsoidal height was determined by GPS observations DH6332.and is referenced to NAD 83. DH6332 DH6332.The geoid height was determined by GEOID03. DH6332 DH6332; North East Units Scale Factor Converg. DH6332;SPC CA 2 - 678,776.241 1,892,802.107 MT 0.99991992 -0 46 59.8 DH6332;SPC CA 2 - 2,226,951.72 6,209,968.25 sFT 0.99991992 -0 46 59.8 DH6332;UTM 10 - 4,346,831.548 479,094.039 MT 0.99960538 -0 09 12.3 DH6332 DH6332! - Elev Factor x Scale Factor = Combined Factor DH6332!SPC CA 2 - 0.99996843 x 0.99991992 = 0.99988835 DH6332!UTM 10 - 0.99996843 x 0.99960538 = 0.99957382 DH6332 DH6332 SUPERSEDED SURVEY CONTROL DH6332 DH6332.No superseded survey control is available for this station. DH6332 DH6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7909446832(NAD 83) DH6332_MARKER: DD = SURVEY DISK DH6332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6332_STAMPING: 101 MEN 33.84 DH6332_MARK LOGO: CSRC DH6332_PROJECTION: FLUSH DH6332_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6332+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6332_ROD/PIPE-DEPTH: 4.1 meters DH6332 DH6332 HISTORY - Date Condition Report By DH6332 HISTORY - 20040828 MONUMENTED CADT DH6332 DH6332 STATION DESCRIPTION DH6332 DH6332'DESCRIBED BY CALTRANS 2004 (MTL) DH6332'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 4.9 KM (3.0 DH6332'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM CALPELLA, AND 20.4 KM (12.6 DH6332'MI) SOUTHERLY OF WILLITTS. DH6332' DH6332'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 20 AND 101, IN DH6332'CALPELLA, PROCEED 4.92 KM (3.04 MI) NORTHERLY ALONG HIGHWAY 101 TO DH6332'POST MILE 33.84 AND THE INTERSECTION OF UVA ROAD AND THE STATION AT DH6332'THE SOUTHEAST QUADRANT OF THE INTERSECTION SOUTHBOUND HIGHWAY 101. DH6332' DH6332'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6332'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6332'POST AND CARSONITE MARKER,18.8 M WEST OF THE CENTERLINE HIGHWAY 101, DH6332'28.4 M SOUTH OF THE CENTERLINE OF UVA ROAD, 51.8 M SOUTHERLY OF A DH6332'CULVERT AT POST MILE MARKER 33.81, AND 6.8 M WEST OF THE EDGE OF DH6332'PAVEMENT OF HIGHWAY 101. DH6332' DH6332'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6332'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6332'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6332'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6332'EUREKA. DH6332' DH6332'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6332'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6331 *********************************************************************** DH6331 DESIGNATION - 101 MEN 37.43 DH6331 PID - DH6331 DH6331 STATE/COUNTY- CA/MENDOCINO DH6331 USGS QUAD - LAUGHLIN RANGE (1991) DH6331 DH6331 *CURRENT SURVEY CONTROL DH6331 ___________________________________________________________________ DH6331* NAD 83(1998)- 39 17 59.27468(N) 123 17 33.21475(W) ADJUSTED DH6331* NAVD 88 - 419.0 (meters) 1375. (feet) GPS OBS DH6331 ___________________________________________________________________ DH6331 EPOCH DATE - 2004.69 DH6331 X - -2,713,072.010 (meters) COMP DH6331 Y - -4,131,426.462 (meters) COMP DH6331 Z - 4,018,374.426 (meters) COMP DH6331 LAPLACE CORR- 4.50 (seconds) DEFLEC99 DH6331 ELLIP HEIGHT- 389.13 (meters) (09/28/05) GPS OBS DH6331 GEOID HEIGHT- -29.77 (meters) GEOID03 DH6331 DH6331 HORZ ORDER - B DH6331 ELLP ORDER - FOURTH CLASS I DH6331 DH6331.The horizontal coordinates were established by GPS observations DH6331.and adjusted by the National Geodetic Survey in September 2005. DH6331.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6331.DATUM ITEM on the data sheet items page. DH6331.The horizontal coordinates are valid at the epoch date displayed above. DH6331.The epoch date for horizontal control is a decimal equivalence DH6331.of Year/Month/Day. DH6331 DH6331.The orthometric height was determined by GPS observations and a DH6331.high-resolution geoid model. DH6331 DH6331.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6331 DH6331.The Laplace correction was computed from DEFLEC99 derived deflections. DH6331 DH6331.The ellipsoidal height was determined by GPS observations DH6331.and is referenced to NAD 83. DH6331 DH6331.The geoid height was determined by GEOID03. DH6331 DH6331; North East Units Scale Factor Converg. DH6331;SPC CA 2 - 682,080.213 1,888,516.743 MT 0.99992170 -0 48 53.7 DH6331;SPC CA 2 - 2,237,791.50 6,195,908.68 sFT 0.99992170 -0 48 53.7 DH6331;UTM 10 - 4,350,087.197 474,773.979 MT 0.99960783 -0 11 07.1 DH6331 DH6331! - Elev Factor x Scale Factor = Combined Factor DH6331!SPC CA 2 - 0.99993895 x 0.99992170 = 0.99986066 DH6331!UTM 10 - 0.99993895 x 0.99960783 = 0.99954681 DH6331 DH6331 SUPERSEDED SURVEY CONTROL DH6331 DH6331.No superseded survey control is available for this station. DH6331 DH6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7477450087(NAD 83) DH6331_MARKER: DD = SURVEY DISK DH6331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6331+WITH SETTING: INFORMATION. DH6331_STAMPING: 101 MEN 37.43 DH6331_MARK LOGO: CSRC DH6331_PROJECTION: FLUSH DH6331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6331+STABILITY: SURFACE MOTION DH6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6331+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6331_ROD/PIPE-DEPTH: 2.4 meters DH6331 DH6331 HISTORY - Date Condition Report By DH6331 HISTORY - 20040828 MONUMENTED CADT DH6331 DH6331 STATION DESCRIPTION DH6331 DH6331'DESCRIBED BY CALTRANS 2004 (MTL) DH6331'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 14.6 KM (9.0 DH6331'MI SOUTHERLY ALONG U.S. HIGHWAY 101 FROM WILLITTS AND 10.7 KM (6.6 DH6331'MI) NORTHERLY OF CALPELLA. DH6331' DH6331'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 20 AND 101 IN DH6331'WILLITTS PROCEED 14.55 KM (8.98 MI) SOUTHERLY ALONG HIGHWAY 101 TO DH6331'POST MILE 37.43 TO A TURN-OUT AND THE STATION ON THE RIGHT SIDE OF DH6331'HIGHWAY 101. DH6331' DH6331'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6331'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 METERS WESTERLY OF A DH6331'STEEL FENCE POST AND CARSONITE MARKER, 17.7 METERS WESTERLY OF THE OF DH6331'THE CENTERLINE BARRIER OF HIGHWAY 101, 106.7 METERS NORTHERLY OF A DH6331'POST MILE MARKER 37.50 ON HIGHWAY 101, 39.9 METERS SOUTHEASTERLY OF A DH6331'CALL BOX, AND 8.5 METERS WEST OF THE EDGE OF PAVEMENT OF HIGHWAY 101. DH6331'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6331'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6331'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6331'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6331'EUREKA. DH6331' DH6331'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6331'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6300 *********************************************************************** DH6300 DESIGNATION - 101 MEN 4.37 DH6300 PID - DH6300 DH6300 STATE/COUNTY- CA/MENDOCINO DH6300 USGS QUAD - HOPLAND (1975) DH6300 DH6300 *CURRENT SURVEY CONTROL DH6300 ___________________________________________________________________ DH6300* NAD 83(1998)- 38 54 24.26441(N) 123 03 25.97337(W) ADJUSTED DH6300* NAVD 88 - 142.1 (meters) 466. (feet) GPS OBS DH6300 ___________________________________________________________________ DH6300 EPOCH DATE - 2004.69 DH6300 X - -2,710,975.117 (meters) COMP DH6300 Y - -4,165,423.325 (meters) COMP DH6300 Z - 3,984,336.005 (meters) COMP DH6300 LAPLACE CORR- 5.68 (seconds) DEFLEC99 DH6300 ELLIP HEIGHT- 111.83 (meters) (09/28/05) GPS OBS DH6300 GEOID HEIGHT- -30.20 (meters) GEOID03 DH6300 DH6300 HORZ ORDER - B DH6300 ELLP ORDER - FOURTH CLASS I DH6300 DH6300.The horizontal coordinates were established by GPS observations DH6300.and adjusted by the National Geodetic Survey in September 2005. DH6300.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6300.DATUM ITEM on the data sheet items page. DH6300.The horizontal coordinates are valid at the epoch date displayed above. DH6300.The epoch date for horizontal control is a decimal equivalence DH6300.of Year/Month/Day. DH6300 DH6300.The orthometric height was determined by GPS observations and a DH6300.high-resolution geoid model. DH6300 DH6300.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6300 DH6300.The Laplace correction was computed from DEFLEC99 derived deflections. DH6300 DH6300.The ellipsoidal height was determined by GPS observations DH6300.and is referenced to NAD 83. DH6300 DH6300.The geoid height was determined by GEOID03. DH6300 DH6300; North East Units Scale Factor Converg. DH6300;SPC CA 2 - 638,188.035 1,908,306.632 MT 0.99991947 -0 39 59.5 DH6300;SPC CA 2 - 2,093,788.58 6,260,836.01 sFT 0.99991947 -0 39 59.5 DH6300;UTM 10 - 4,306,429.072 495,039.171 MT 0.99960030 -0 02 09.4 DH6300 DH6300! - Elev Factor x Scale Factor = Combined Factor DH6300!SPC CA 2 - 0.99998245 x 0.99991947 = 0.99990193 DH6300!UTM 10 - 0.99998245 x 0.99960030 = 0.99958276 DH6300 DH6300 SUPERSEDED SURVEY CONTROL DH6300 DH6300.No superseded survey control is available for this station. DH6300 DH6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9503906429(NAD 83) DH6300_MARKER: DD = SURVEY DISK DH6300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6300+WITH SETTING: INFORMATION. DH6300_STAMPING: 101 MEN 4.37 DH6300_MARK LOGO: CSRC DH6300_PROJECTION: FLUSH DH6300_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6300+STABILITY: SURFACE MOTION DH6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6300+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6300_ROD/PIPE-DEPTH: 1.3 meters DH6300 DH6300 HISTORY - Date Condition Report By DH6300 HISTORY - 20040828 MONUMENTED CADT DH6300 DH6300 STATION DESCRIPTION DH6300 DH6300'DESCRIBED BY CALTRANS 2004 (MTL) DH6300'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 11.8 KM (7.3 DH6300'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM CLOVERDALE AND 10.5 KM (6.5 DH6300'MI) SOUTHERLY OF HOPLAND. DH6300' DH6300'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN DH6300'HOPLAND, PROCEED 10.5 KM (6.5 MI) SOUTHERLY ALONG HIGHWAY 101 TO DH6300'POST MILE 4.37 AND THE STATION ON RIGHT IN A LARGE TURN-OUT. DH6300' DH6300'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6300'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST A STEEL FENCE POST DH6300'AND CARSONITE MARKER BEARS, 27.8 M WEST OF THE CENTERLINE OF HIGHWAY DH6300'101, 33.3 M SOUTHERLY OF A CULVERT WITH POST MILE MARKER 4.35 ON DH6300'HIGHWAY 101, 16.0 M WEST OF THE WESTERLY EDGE OF PAVEMENT. DH6300' DH6300'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6300'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6300'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6300'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6300'EUREKA. DH6300' DH6300'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6300'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6325 *********************************************************************** DH6325 DESIGNATION - 101 MEN 55.04 DH6325 PID - DH6325 DH6325 STATE/COUNTY- CA/MENDOCINO DH6325 USGS QUAD - LONGVALE (1994) DH6325 DH6325 *CURRENT SURVEY CONTROL DH6325 ___________________________________________________________________ DH6325* NAD 83(1998)- 39 30 44.02140(N) 123 23 12.81332(W) ADJUSTED DH6325* NAVD 88 - 374.7 (meters) 1229. (feet) GPS OBS DH6325 ___________________________________________________________________ DH6325 EPOCH DATE - 2004.69 DH6325 X - -2,711,612.385 (meters) COMP DH6325 Y - -4,114,423.844 (meters) COMP DH6325 Z - 4,036,570.591 (meters) COMP DH6325 LAPLACE CORR- 5.54 (seconds) DEFLEC99 DH6325 ELLIP HEIGHT- 345.12 (meters) (09/28/05) GPS OBS DH6325 GEOID HEIGHT- -29.50 (meters) GEOID03 DH6325 DH6325 HORZ ORDER - B DH6325 ELLP ORDER - FOURTH CLASS I DH6325 DH6325.The horizontal coordinates were established by GPS observations DH6325.and adjusted by the National Geodetic Survey in September 2005. DH6325.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6325.DATUM ITEM on the data sheet items page. DH6325.The horizontal coordinates are valid at the epoch date displayed above. DH6325.The epoch date for horizontal control is a decimal equivalence DH6325.of Year/Month/Day. DH6325 DH6325.The orthometric height was determined by GPS observations and a DH6325.high-resolution geoid model. DH6325 DH6325.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6325 DH6325.The Laplace correction was computed from DEFLEC99 derived deflections. DH6325 DH6325.The ellipsoidal height was determined by GPS observations DH6325.and is referenced to NAD 83. DH6325 DH6325.The geoid height was determined by GEOID03. DH6325 DH6325; North East Units Scale Factor Converg. DH6325;SPC CA 2 - 705,780.410 1,880,741.025 MT 0.99994246 -0 52 27.8 DH6325;SPC CA 2 - 2,315,547.90 6,170,397.85 sFT 0.99994246 -0 52 27.8 DH6325;UTM 10 - 4,373,693.044 466,741.138 MT 0.99961362 -0 14 46.2 DH6325 DH6325! - Elev Factor x Scale Factor = Combined Factor DH6325!SPC CA 2 - 0.99994586 x 0.99994246 = 0.99988832 DH6325!UTM 10 - 0.99994586 x 0.99961362 = 0.99955950 DH6325 DH6325 SUPERSEDED SURVEY CONTROL DH6325 DH6325.No superseded survey control is available for this station. DH6325 DH6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6674173693(NAD 83) DH6325_MARKER: DD = SURVEY DISK DH6325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6325+WITH SETTING: INFORMATION. DH6325_STAMPING: 101 MEN 55.04 DH6325_MARK LOGO: CSRC DH6325_PROJECTION: FLUSH DH6325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6325+STABILITY: SURFACE MOTION DH6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6325+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6325_ROD/PIPE-DEPTH: 2.3 meters DH6325 DH6325 HISTORY - Date Condition Report By DH6325 HISTORY - 20040828 MONUMENTED CADT DH6325 DH6325 STATION DESCRIPTION DH6325 DH6325'DESCRIBED BY CALTRANS 2004 (MTL) DH6325'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 13.9 KM (8.6 DH6325'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM WILLITTS AND 7.0 KM (4.3 DH6325'MI) SOUTHERLY OF HIGHWAY 162 (COVELO ROAD). DH6325' DH6325'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 20 AND 101 IN DH6325'WILLITTS, PROCEED 13.99 KM (8.64 MI) NORTHERLY ALONG HIGHWAY 101 TO DH6325'POST MILE 55.04 AND THE STATION ON THE RIGHT. DH6325' DH6325'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6325'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE DH6325'POST AND CARSONITE MARKER, 17.9 M EAST OF THE CENTERLINE OF HIGHWAY DH6325'101, 67.1 M SOUTHERLY OF A POST MILE MARKER 55.00 ON HIGHWAY 101, AND DH6325'12.8 M EAST OF THE EDGE OF PAVEMENT OF HIGHWAY 101. DH6325' DH6325'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6325'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6325'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6325'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6325'EUREKA. DH6325' DH6325'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6325'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6322 *********************************************************************** DH6322 DESIGNATION - 101 MEN 64.13 DH6322 PID - DH6322 DH6322 STATE/COUNTY- CA/MENDOCINO DH6322 USGS QUAD - LONGVALE (1994) DH6322 DH6322 *CURRENT SURVEY CONTROL DH6322 ___________________________________________________________________ DH6322* NAD 83(1998)- 39 37 01.77659(N) 123 27 44.83378(W) ADJUSTED DH6322* NAVD 88 - 481.1 (meters) 1578. (feet) GPS OBS DH6322 ___________________________________________________________________ DH6322 EPOCH DATE - 2004.69 DH6322 X - -2,712,989.430 (meters) COMP DH6322 Y - -4,104,721.654 (meters) COMP DH6322 Z - 4,045,620.145 (meters) COMP DH6322 LAPLACE CORR- 4.02 (seconds) DEFLEC99 DH6322 ELLIP HEIGHT- 451.53 (meters) (09/28/05) GPS OBS DH6322 GEOID HEIGHT- -29.51 (meters) GEOID03 DH6322 DH6322 HORZ ORDER - B DH6322 ELLP ORDER - FOURTH CLASS I DH6322 DH6322.The horizontal coordinates were established by GPS observations DH6322.and adjusted by the National Geodetic Survey in September 2005. DH6322.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6322.DATUM ITEM on the data sheet items page. DH6322.The horizontal coordinates are valid at the epoch date displayed above. DH6322.The epoch date for horizontal control is a decimal equivalence DH6322.of Year/Month/Day. DH6322 DH6322.The orthometric height was determined by GPS observations and a DH6322.high-resolution geoid model. DH6322 DH6322.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6322 DH6322.The Laplace correction was computed from DEFLEC99 derived deflections. DH6322 DH6322.The ellipsoidal height was determined by GPS observations DH6322.and is referenced to NAD 83. DH6322 DH6322.The geoid height was determined by GEOID03. DH6322 DH6322; North East Units Scale Factor Converg. DH6322;SPC CA 2 - 717,530.386 1,874,431.519 MT 0.99995779 -0 55 19.3 DH6322;SPC CA 2 - 2,354,097.61 6,149,697.41 sFT 0.99995779 -0 55 19.3 DH6322;UTM 10 - 4,385,369.298 460,305.433 MT 0.99961940 -0 17 41.6 DH6322 DH6322! - Elev Factor x Scale Factor = Combined Factor DH6322!SPC CA 2 - 0.99992917 x 0.99995779 = 0.99988696 DH6322!UTM 10 - 0.99992917 x 0.99961940 = 0.99954859 DH6322 DH6322 SUPERSEDED SURVEY CONTROL DH6322 DH6322.No superseded survey control is available for this station. DH6322 DH6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6030585369(NAD 83) DH6322_MARKER: DD = SURVEY DISK DH6322_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6322+WITH SETTING: INFORMATION. DH6322_STAMPING: 101 MEN 64.13 DH6322_MARK LOGO: CSRC DH6322_PROJECTION: FLUSH DH6322_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6322+STABILITY: SURFACE MOTION DH6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6322+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6322_ROD/PIPE-DEPTH: 1.3 meters DH6322 DH6322 HISTORY - Date Condition Report By DH6322 HISTORY - 20040828 MONUMENTED CADT DH6322 DH6322 STATION DESCRIPTION DH6322 DH6322'DESCRIBED BY CALTRANS 2004 (MTL) DH6322'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 8.7 KM (5.4 DH6322'MI) SOUTHERLY OF LAYTONVILLE ALONG U.S. HIGHWAY 101, AND 7.8 KM (4.8 DH6322'MI) NORTHERLY OF HIGHWAY 162. DH6322' DH6322'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 162 AND 101 DH6322'PROCEED NORTHERLY 7.82 KM (4.83 MI) ALONG HIGHWAY 101 TO POST MILE DH6322'64.13 TO A TURN-OUT AND THE STATION ON THE LEFT IN A ROCK DH6322'OUTCROPPING. DH6322' DH6322'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6322'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6322'POST AND CARSONITE MARKER BEARS, 13.4 M WEST OF THE CENTERLINE OF THE DH6322'HIGHWAY, 122.0 M SOUTH OF A CULVERT AT POST MILE MARKER 64.05 ON DH6322'HIGHWAY 101, 5.5 M WEST OF THE EDGE OF PAVEMENT OF HIGHWAY 101, AND DH6322'APPROXIMATELY 3.9 M HIGHER THAN THE CENTERLINE OF THE HIGHWAY DH6322' DH6322'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6322'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6322'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6322'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6322'EUREKA. DH6322' DH6322'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6322'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6323 *********************************************************************** DH6323 DESIGNATION - 101 MEN 72.85 DH6323 PID - DH6323 DH6323 STATE/COUNTY- CA/MENDOCINO DH6323 USGS QUAD - CAHTO PEAK (1967) DH6323 DH6323 *CURRENT SURVEY CONTROL DH6323 ___________________________________________________________________ DH6323* NAD 83(1998)- 39 43 49.36859(N) 123 30 32.71126(W) ADJUSTED DH6323* NAVD 88 - 466.7 (meters) 1531. (feet) GPS OBS DH6323 ___________________________________________________________________ DH6323 EPOCH DATE - 2004.69 DH6323 X - -2,711,892.407 (meters) COMP DH6323 Y - -4,095,811.053 (meters) COMP DH6323 Z - 4,055,287.159 (meters) COMP DH6323 LAPLACE CORR- 4.74 (seconds) DEFLEC99 DH6323 ELLIP HEIGHT- 437.16 (meters) (09/28/05) GPS OBS DH6323 GEOID HEIGHT- -29.48 (meters) GEOID03 DH6323 DH6323 HORZ ORDER - B DH6323 ELLP ORDER - FOURTH CLASS I DH6323 DH6323.The horizontal coordinates were established by GPS observations DH6323.and adjusted by the National Geodetic Survey in September 2005. DH6323.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6323.DATUM ITEM on the data sheet items page. DH6323.The horizontal coordinates are valid at the epoch date displayed above. DH6323.The epoch date for horizontal control is a decimal equivalence DH6323.of Year/Month/Day. DH6323 DH6323.The orthometric height was determined by GPS observations and a DH6323.high-resolution geoid model. DH6323 DH6323.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6323 DH6323.The Laplace correction was computed from DEFLEC99 derived deflections. DH6323 DH6323.The ellipsoidal height was determined by GPS observations DH6323.and is referenced to NAD 83. DH6323 DH6323.The geoid height was determined by GEOID03. DH6323 DH6323; North East Units Scale Factor Converg. DH6323;SPC CA 2 - 730,164.338 1,870,636.660 MT 0.99997811 -0 57 05.2 DH6323;SPC CA 2 - 2,395,547.50 6,137,247.11 sFT 0.99997811 -0 57 05.2 DH6323;UTM 10 - 4,397,956.635 456,373.998 MT 0.99962343 -0 19 31.4 DH6323 DH6323! - Elev Factor x Scale Factor = Combined Factor DH6323!SPC CA 2 - 0.99993142 x 0.99997811 = 0.99990953 DH6323!UTM 10 - 0.99993142 x 0.99962343 = 0.99955488 DH6323 DH6323 SUPERSEDED SURVEY CONTROL DH6323 DH6323.No superseded survey control is available for this station. DH6323 DH6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5637497957(NAD 83) DH6323_MARKER: DD = SURVEY DISK DH6323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6323+WITH SETTING: INFORMATION. DH6323_STAMPING: 101 MEN 72.85 DH6323_MARK LOGO: CSRC DH6323_PROJECTION: FLUSH DH6323_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6323+STABILITY: SURFACE MOTION DH6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6323+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6323_ROD/PIPE-DEPTH: 2.1 meters DH6323 DH6323 HISTORY - Date Condition Report By DH6323 HISTORY - 20040828 MONUMENTED CADT DH6323 DH6323 STATION DESCRIPTION DH6323 DH6323'DESCRIBED BY CALTRANS 2004 (MTL) DH6323'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY5.3 KM (3.3 DH6323'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM LAYTONVILLE AND 29.8 KM DH6323'(18.4 MI) SOUTHERLY OF LEGGETT. DH6323' DH6323'TO REACH THE STATION FROM THE INTERSECTION OF BRANSCOMB ROAD IN DH6323'LAYTONVILLE AND HIGHWAY 101 PROCEED 5.43 KM (3.35 MI) NORTHERLY DH6323'ALONG HIGHWAY 101 TO VALLEY DRIVE. PROCEED WESTERLY ON VALLEY DRIVE DH6323'43 M TO THE STATION ON THE LEFT. DH6323' DH6323'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6323'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 WEST OF A STEEL FENCE DH6323'POST AND CARSONITE MARKER, 12.1 M SOUTH OF THE CENTERLINE OF VALLEY DH6323'DRIVE, 43.0 M WESTERLY OF THE CENTERLINE OF HIGHWAY 101, 193.0 M DH6323'SOUTH OF A CULVERT ON HIGHWAY 101 AT POST MILE MARKER 72.73, 32.0 M DH6323'WEST OF THE EDGE OF PAVEMENT OF HIGHWAY101. DH6323' DH6323'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6323'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6323'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6323'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6323'EUREKA. DH6323' DH6323'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6323'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6320 *********************************************************************** DH6320 DESIGNATION - 101 MEN 81.51 DH6320 PID - DH6320 DH6320 STATE/COUNTY- CA/MENDOCINO DH6320 USGS QUAD - TAN OAK PARK (1994) DH6320 DH6320 *CURRENT SURVEY CONTROL DH6320 ___________________________________________________________________ DH6320* NAD 83(1998)- 39 49 42.33491(N) 123 34 41.92384(W) ADJUSTED DH6320* NAVD 88 - 429.5 (meters) 1409. (feet) GPS OBS DH6320 ___________________________________________________________________ DH6320 EPOCH DATE - 2004.69 DH6320 X - -2,712,970.640 (meters) COMP DH6320 Y - -4,086,704.296 (meters) COMP DH6320 Z - 4,063,630.016 (meters) COMP DH6320 LAPLACE CORR- 5.87 (seconds) DEFLEC99 DH6320 ELLIP HEIGHT- 399.94 (meters) (09/28/05) GPS OBS DH6320 GEOID HEIGHT- -29.55 (meters) GEOID03 DH6320 DH6320 HORZ ORDER - B DH6320 ELLP ORDER - FOURTH CLASS I DH6320 DH6320.The horizontal coordinates were established by GPS observations DH6320.and adjusted by the National Geodetic Survey in September 2005. DH6320.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6320.DATUM ITEM on the data sheet items page. DH6320.The horizontal coordinates are valid at the epoch date displayed above. DH6320.The epoch date for horizontal control is a decimal equivalence DH6320.of Year/Month/Day. DH6320 DH6320.The orthometric height was determined by GPS observations and a DH6320.high-resolution geoid model. DH6320 DH6320.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6320 DH6320.The Laplace correction was computed from DEFLEC99 derived deflections. DH6320 DH6320.The ellipsoidal height was determined by GPS observations DH6320.and is referenced to NAD 83. DH6320 DH6320.The geoid height was determined by GEOID03. DH6320 DH6320; North East Units Scale Factor Converg. DH6320;SPC CA 2 - 741,149.479 1,864,892.063 MT 0.99999888 -0 59 42.3 DH6320;SPC CA 2 - 2,431,587.92 6,118,400.04 sFT 0.99999888 -0 59 42.3 DH6320;UTM 10 - 4,408,874.473 450,511.966 MT 0.99963015 -0 22 13.5 DH6320 DH6320! - Elev Factor x Scale Factor = Combined Factor DH6320!SPC CA 2 - 0.99993726 x 0.99999888 = 0.99993614 DH6320!UTM 10 - 0.99993726 x 0.99963015 = 0.99956743 DH6320 DH6320 SUPERSEDED SURVEY CONTROL DH6320 DH6320.No superseded survey control is available for this station. DH6320 DH6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK5051208874(NAD 83) DH6320_MARKER: DD = SURVEY DISK DH6320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6320+WITH SETTING: INFORMATION. DH6320_STAMPING: 101 MEN 81.51 DH6320_MARK LOGO: CSRC DH6320_PROJECTION: FLUSH DH6320_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6320+STABILITY: SURFACE MOTION DH6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6320+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6320_ROD/PIPE-DEPTH: 2.0 meters DH6320 DH6320 HISTORY - Date Condition Report By DH6320 HISTORY - 20040828 MONUMENTED CADT DH6320 DH6320 STATION DESCRIPTION DH6320 DH6320'DESCRIBED BY CALTRANS 2004 (MTL) DH6320'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 19.4 KM DH6320'(12.0 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM LAYTONVILLE AND 15.7 DH6320'KM (9.7 MI) SOUTHERLY OF LEGGETT. DH6320' DH6320'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 101 , IN DH6320'LEGGETT, PROCEED 15.76 KM (9.73 MI) SOUTHERLY ALONG HIGHWAY 101 TO DH6320'POST MILE 81.51 AND THE STATION IN A LARGE TURN-OUT AT THE SOUTHERLY DH6320'END ON THE LEFT OF HIGHWAY 101. DH6320' DH6320'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6320'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE DH6320'POST AND CARSONITE MARKER, 26.8 M EAST OF THE CENTERLINE OF HIGHWAY DH6320'101, 15.2 M SOUTHOF A POST MILE MARKER 81.50 ON HIGHWAY 101, AND 18.0 DH6320'M EAST OF THE EDGE OF PAVEMENT OF HIGHWAY 101. DH6320' DH6320'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6320'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6320'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6320'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6320'EUREKA. DH6320' DH6320'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6320'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6319 *********************************************************************** DH6319 DESIGNATION - 101 MEN 84.77 DH6319 PID - DH6319 DH6319 STATE/COUNTY- CA/MENDOCINO DH6319 USGS QUAD - LEGGETT (1994) DH6319 DH6319 *CURRENT SURVEY CONTROL DH6319 ___________________________________________________________________ DH6319* NAD 83(1998)- 39 50 05.96379(N) 123 38 00.00338(W) ADJUSTED DH6319* NAVD 88 - 439.5 (meters) 1442. (feet) GPS OBS DH6319 ___________________________________________________________________ DH6319 EPOCH DATE - 2004.69 DH6319 X - -2,716,639.536 (meters) COMP DH6319 Y - -4,083,714.706 (meters) COMP DH6319 Z - 4,064,195.986 (meters) COMP DH6319 LAPLACE CORR- 5.45 (seconds) DEFLEC99 DH6319 ELLIP HEIGHT- 409.77 (meters) (09/28/05) GPS OBS DH6319 GEOID HEIGHT- -29.69 (meters) GEOID03 DH6319 DH6319 HORZ ORDER - B DH6319 ELLP ORDER - FOURTH CLASS I DH6319 DH6319.The horizontal coordinates were established by GPS observations DH6319.and adjusted by the National Geodetic Survey in September 2005. DH6319.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6319.DATUM ITEM on the data sheet items page. DH6319.The horizontal coordinates are valid at the epoch date displayed above. DH6319.The epoch date for horizontal control is a decimal equivalence DH6319.of Year/Month/Day. DH6319 DH6319.The orthometric height was determined by GPS observations and a DH6319.high-resolution geoid model. DH6319 DH6319.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6319 DH6319.The Laplace correction was computed from DEFLEC99 derived deflections. DH6319 DH6319.The ellipsoidal height was determined by GPS observations DH6319.and is referenced to NAD 83. DH6319 DH6319.The geoid height was determined by GEOID03. DH6319 DH6319; North East Units Scale Factor Converg. DH6319;SPC CA 2 - 741,961.351 1,860,195.613 MT 1.00000038 -1 01 47.2 DH6319;SPC CA 2 - 2,434,251.53 6,102,991.77 sFT 1.00000038 -1 01 47.2 DH6319;UTM 10 - 4,409,634.841 445,808.673 MT 0.99963615 -0 24 20.6 DH6319 DH6319! - Elev Factor x Scale Factor = Combined Factor DH6319!SPC CA 2 - 0.99993572 x 1.00000038 = 0.99993610 DH6319!UTM 10 - 0.99993572 x 0.99963615 = 0.99957189 DH6319 DH6319 SUPERSEDED SURVEY CONTROL DH6319 DH6319.No superseded survey control is available for this station. DH6319 DH6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK4580909635(NAD 83) DH6319_MARKER: DD = SURVEY DISK DH6319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6319+WITH SETTING: INFORMATION. DH6319_STAMPING: 101 MEN 84.77 DH6319_MARK LOGO: CSRC DH6319_PROJECTION: FLUSH DH6319_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6319+STABILITY: SURFACE MOTION DH6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6319+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6319_ROD/PIPE-DEPTH: 1.3 meters DH6319 DH6319 HISTORY - Date Condition Report By DH6319 HISTORY - 20040828 MONUMENTED CADT DH6319 DH6319 STATION DESCRIPTION DH6319 DH6319'DESCRIBED BY CALTRANS 2004 (MTL) DH6319'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 10.4 KM DH6319'(6.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM LEGGETT AND 24.8 KM DH6319'(15.3 MI) NORTHERLY OF LAYTONVILLE. DH6319' DH6319'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 1 AND 101, IN DH6319'LEGGETT, PROCEED 10.48 KM (6.47 MI) ALONG HIGHWAY 101 TO HIGHWAY 271 DH6319'OFF-RAMP. CONTINUE ON THE OFF-RAMP 0.1 MILES TO HIGHWAY 271. DH6319'CONTINUE 0.16 KM (0.1 MI) EASTERLY UNDER THE FREEWAY TO A PAVED DH6319'FRONTAGE ROAD HEADING NORTHERLY. CONTINUE 0.16 KM (0.1 MI) NORTHERLY DH6319'ALONG THE FRONTAGE ROAD TO THE STATION ON THE LEFT. DH6319' DH6319'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6319'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6319'POST AND CARSONITE MARKER, 16.7 M NORTH OF A CULVERT WITH POST MILE DH6319'MARKER 84.78 ON HIGHWAY 101, 1.6 M FROM THE WESTERLY EDGE OF DH6319'PAVEMENT OF THE FRONTAGE ROAD, AND 100.0 M EASTERLY OF THE CENTERLINE DH6319'OF HIGHWAY 101. DH6319' DH6319'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6319'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6319'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6319'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6319'EUREKA. DH6319' DH6319'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6319'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6321 *********************************************************************** DH6321 DESIGNATION - 101 MEN 97.84 DH6321 PID - DH6321 DH6321 STATE/COUNTY- CA/MENDOCINO DH6321 USGS QUAD - PIERCY (1994) DH6321 DH6321 *CURRENT SURVEY CONTROL DH6321 ___________________________________________________________________ DH6321* NAD 83(1998)- 39 54 25.49899(N) 123 45 32.94471(W) ADJUSTED DH6321* NAVD 88 - 245.0 (meters) 804. (feet) GPS OBS DH6321 ___________________________________________________________________ DH6321 EPOCH DATE - 2004.69 DH6321 X - -2,722,665.637 (meters) COMP DH6321 Y - -4,073,348.530 (meters) COMP DH6321 Z - 4,070,214.805 (meters) COMP DH6321 LAPLACE CORR- 6.73 (seconds) DEFLEC99 DH6321 ELLIP HEIGHT- 214.83 (meters) (09/28/05) GPS OBS DH6321 GEOID HEIGHT- -30.09 (meters) GEOID03 DH6321 DH6321 HORZ ORDER - B DH6321 ELLP ORDER - FOURTH CLASS I DH6321 DH6321.The horizontal coordinates were established by GPS observations DH6321.and adjusted by the National Geodetic Survey in September 2005. DH6321.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6321.DATUM ITEM on the data sheet items page. DH6321.The horizontal coordinates are valid at the epoch date displayed above. DH6321.The epoch date for horizontal control is a decimal equivalence DH6321.of Year/Month/Day. DH6321 DH6321.The orthometric height was determined by GPS observations and a DH6321.high-resolution geoid model. DH6321 DH6321.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6321 DH6321.The Laplace correction was computed from DEFLEC99 derived deflections. DH6321 DH6321.The ellipsoidal height was determined by GPS observations DH6321.and is referenced to NAD 83. DH6321 DH6321.The geoid height was determined by GEOID03. DH6321 DH6321; North East Units Scale Factor Converg. DH6321;SPC CA 2 - 750,165.583 1,849,582.607 MT 1.00001768 -1 06 32.7 DH6321;SPC CA 2 - 2,461,168.25 6,068,172.27 sFT 1.00001768 -1 06 32.7 DH6321;UTM 10 - 4,417,720.225 435,110.986 MT 0.99965183 -0 29 13.4 DH6321 DH6321! - Elev Factor x Scale Factor = Combined Factor DH6321!SPC CA 2 - 0.99996630 x 1.00001768 = 0.99998398 DH6321!UTM 10 - 0.99996630 x 0.99965183 = 0.99961814 DH6321 DH6321 SUPERSEDED SURVEY CONTROL DH6321 DH6321.No superseded survey control is available for this station. DH6321 DH6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3511117720(NAD 83) DH6321_MARKER: DD = SURVEY DISK DH6321_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6321+WITH SETTING: INFORMATION. DH6321_STAMPING: 101 MEN 97.84 DH6321_MARK LOGO: CSRC DH6321_PROJECTION: FLUSH DH6321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6321+STABILITY: SURFACE MOTION DH6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6321+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6321_ROD/PIPE-DEPTH: 1.5 meters DH6321 DH6321 HISTORY - Date Condition Report By DH6321 HISTORY - 20040828 MONUMENTED CADT DH6321 DH6321 STATION DESCRIPTION DH6321 DH6321'DESCRIBED BY CALTRANS 2004 (MTL) DH6321'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 10.7 KM (6.6 DH6321'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM LEGGETT AND 5.3 KM (3.3 MI) DH6321'SOUTHERLY OF PIERCY. DH6321' DH6321'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 1 AND 101, IN DH6321'LEGGETT, PROCEED 10.69 KM (6.60 MI) NORTHERLY ALONG HIGHWAY 101 TO DH6321'POST MILE 97.84 TO THE STATION ON THE LEFT IN A TURN-OUT. DH6321' DH6321'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6321'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE DH6321'POST AND CARSONITE MARKER ,13.3 METERS WEST OF THE CENTERLINE OF DH6321'HIGHWAY 101, 16.7 M SOUTHOF A GATE POST AT THE NORTHEASTERLY EDGE OF DH6321'A CALTRANS STORAGE AREA, 85.4 M NORTH OFA CULVERT ON HIGHWAY 101 DH6321'WITH POST MILE MARKER 97.9, AND 8.5 M WEST OF THE EDGE OF PAVEMENT OF DH6321'HIGHWAY 101. DH6321' DH6321'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6321'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6321'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6321'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6321'EUREKA. DH6321' DH6321'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6321'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6305 *********************************************************************** DH6305 DESIGNATION - 128 MEN 14.76 DH6305 PID - DH6305 DH6305 STATE/COUNTY- CA/MENDOCINO DH6305 USGS QUAD - NAVARRO (1991) DH6305 DH6305 *CURRENT SURVEY CONTROL DH6305 ___________________________________________________________________ DH6305* NAD 83(1998)- 39 08 41.80519(N) 123 32 32.45235(W) ADJUSTED DH6305* NAVD 88 - 90.3 (meters) 296. (feet) GPS OBS DH6305 ___________________________________________________________________ DH6305 EPOCH DATE - 2004.69 DH6305 X - -2,736,923.428 (meters) COMP DH6305 Y - -4,128,407.267 (meters) COMP DH6305 Z - 4,004,847.075 (meters) COMP DH6305 LAPLACE CORR- 6.71 (seconds) DEFLEC99 DH6305 ELLIP HEIGHT- 59.37 (meters) (09/28/05) GPS OBS DH6305 GEOID HEIGHT- -30.82 (meters) GEOID03 DH6305 DH6305 HORZ ORDER - B DH6305 ELLP ORDER - FOURTH CLASS I DH6305 DH6305.The horizontal coordinates were established by GPS observations DH6305.and adjusted by the National Geodetic Survey in September 2005. DH6305.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6305.DATUM ITEM on the data sheet items page. DH6305.The horizontal coordinates are valid at the epoch date displayed above. DH6305.The epoch date for horizontal control is a decimal equivalence DH6305.of Year/Month/Day. DH6305 DH6305.The orthometric height was determined by GPS observations and a DH6305.high-resolution geoid model. DH6305 DH6305.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6305 DH6305.The Laplace correction was computed from DEFLEC99 derived deflections. DH6305 DH6305.The ellipsoidal height was determined by GPS observations DH6305.and is referenced to NAD 83. DH6305 DH6305.The geoid height was determined by GEOID03. DH6305 DH6305; North East Units Scale Factor Converg. DH6305;SPC CA 2 - 665,228.433 1,866,682.680 MT 0.99991522 -0 58 20.6 DH6305;SPC CA 2 - 2,182,503.62 6,124,274.76 sFT 0.99991522 -0 58 20.6 DH6305;UTM 10 - 4,333,001.616 453,132.971 MT 0.99962705 -0 20 32.6 DH6305 DH6305! - Elev Factor x Scale Factor = Combined Factor DH6305!SPC CA 2 - 0.99999069 x 0.99991522 = 0.99990591 DH6305!UTM 10 - 0.99999069 x 0.99962705 = 0.99961774 DH6305 DH6305 SUPERSEDED SURVEY CONTROL DH6305 DH6305.No superseded survey control is available for this station. DH6305 DH6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5313333002(NAD 83) DH6305_MARKER: DD = SURVEY DISK DH6305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6305+WITH SETTING: INFORMATION. DH6305_STAMPING: 128 MEN 14.76 DH6305_MARK LOGO: CSRC DH6305_PROJECTION: FLUSH DH6305_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6305+STABILITY: SURFACE MOTION DH6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6305+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6305_ROD/PIPE-DEPTH: 2.3 meters DH6305 DH6305 HISTORY - Date Condition Report By DH6305 HISTORY - 20040828 MONUMENTED CADT DH6305 DH6305 STATION DESCRIPTION DH6305 DH6305'DESCRIBED BY CALTRANS 2004 (MTL) DH6305'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 24.0 KM DH6305'(14.8 MI)SOUTHEASTERLY OF U.S. HIGHWAYS 1 AND 128, AND 2.9 KM (1.8 DH6305'MI) NORTHWESTERLY ALONG HIGHWAY 128 FROM PHILO. DH6305' DH6305'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128 DH6305'PROCEED 23.91 KM (14.76 MI) SOUTHEASTERLY ALONG HIGHWAY 128 TO POST DH6305'MILE 14.76, SALIMINI ROAD AND THE STATION ON THE LEFT. DH6305' DH6305'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6305'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTHEASTERLY OF A DH6305'STEEL FENCE POST AND CARSONITE MARKER, 10.0 M NORTHEASTOF THE DH6305'CENTERLINE OF HIGHWAY 128, 5.5 M SOUTHEAST OF THE THE SOUTHERLY EDGE DH6305'OF A DIRT ROAD BEARING NORTHEASTERLY,1 8.0 M NORTHWESTOF A POWER DH6305'POLE, AND 6.1 M NORTHEAST OF THE EDGE OF PAVEMENT OF HIGHWAY 128. DH6305' DH6305'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6305'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6305'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6305'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6305'EUREKA. DH6305' DH6305'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6305'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6306 *********************************************************************** DH6306 DESIGNATION - 128 MEN 21.18 DH6306 PID - DH6306 DH6306 STATE/COUNTY- CA/MENDOCINO DH6306 USGS QUAD - PHILO (1991) DH6306 DH6306 *CURRENT SURVEY CONTROL DH6306 ___________________________________________________________________ DH6306* NAD 83(1998)- 39 04 45.24753(N) 123 28 01.71604(W) ADJUSTED DH6306* NAVD 88 - 59.6 (meters) 196. (feet) GPS OBS DH6306 ___________________________________________________________________ DH6306 EPOCH DATE - 2004.69 DH6306 X - -2,734,027.013 (meters) COMP DH6306 Y - -4,135,815.344 (meters) COMP DH6306 Z - 3,999,167.462 (meters) COMP DH6306 LAPLACE CORR- 5.85 (seconds) DEFLEC99 DH6306 ELLIP HEIGHT- 28.82 (meters) (09/28/05) GPS OBS DH6306 GEOID HEIGHT- -30.74 (meters) GEOID03 DH6306 DH6306 HORZ ORDER - B DH6306 ELLP ORDER - FOURTH CLASS I DH6306 DH6306.The horizontal coordinates were established by GPS observations DH6306.and adjusted by the National Geodetic Survey in September 2005. DH6306.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6306.DATUM ITEM on the data sheet items page. DH6306.The horizontal coordinates are valid at the epoch date displayed above. DH6306.The epoch date for horizontal control is a decimal equivalence DH6306.of Year/Month/Day. DH6306 DH6306.The orthometric height was determined by GPS observations and a DH6306.high-resolution geoid model. DH6306 DH6306.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6306 DH6306.The Laplace correction was computed from DEFLEC99 derived deflections. DH6306 DH6306.The ellipsoidal height was determined by GPS observations DH6306.and is referenced to NAD 83. DH6306 DH6306.The geoid height was determined by GEOID03. DH6306 DH6306; North East Units Scale Factor Converg. DH6306;SPC CA 2 - 657,827.351 1,873,064.866 MT 0.99991468 -0 55 30.0 DH6306;SPC CA 2 - 2,158,221.90 6,145,213.65 sFT 0.99991468 -0 55 30.0 DH6306;UTM 10 - 4,325,673.322 459,594.300 MT 0.99962010 -0 17 40.2 DH6306 DH6306! - Elev Factor x Scale Factor = Combined Factor DH6306!SPC CA 2 - 0.99999548 x 0.99991468 = 0.99991016 DH6306!UTM 10 - 0.99999548 x 0.99962010 = 0.99961558 DH6306 DH6306 SUPERSEDED SURVEY CONTROL DH6306 DH6306.No superseded survey control is available for this station. DH6306 DH6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5959425673(NAD 83) DH6306_MARKER: DD = SURVEY DISK DH6306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6306+WITH SETTING: INFORMATION. DH6306_STAMPING: 128 MEN 21.18 DH6306_MARK LOGO: CSRC DH6306_PROJECTION: FLUSH DH6306_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6306+STABILITY: SURFACE MOTION DH6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6306+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6306_ROD/PIPE-DEPTH: 2.1 meters DH6306 DH6306 HISTORY - Date Condition Report By DH6306 HISTORY - 20040828 MONUMENTED CADT DH6306 DH6306 STATION DESCRIPTION DH6306 DH6306'DESCRIBED BY CALTRANS 2004 (MTL) DH6306'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 12.5 KM (7.7 DH6306'MI) NORTHWESTERLY OF BOONVILLE ALONG U.S. HIGHWAY 128 , AND 7.5 KM DH6306'(4.6 MI) SOUTHEASTERLY OF PHILO. DH6306' DH6306'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 253 AND 128, DH6306'NEAR BOONVILLE, PROCEED 13.6 KM (8.4 MI) NORTHWESTERLY ALONG HIGHWAY DH6306'128 TO POST MILE 21.18 AND THE STATION ON THE RIGHT. DH6306' DH6306'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6306'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTHEAST OF A STEEL DH6306'FENCE POST AND CARSONITE MARKER, 12.0 M NORTHEAST OF THE CENTERLINE DH6306'OF HIGHWAY 128, 23.8 M SOUTHWEST OF A POWER POLE BEARS ON THE DH6306'SOUTHWESTERLY SIDE OF HIGHWAY 128, AND 7.1 M NORTHEAST OF THE EDGE DH6306'OF PAVEMENT OF HIGHWAY 128. DH6306' DH6306'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6306'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6306'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6306'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6306'EUREKA. DH6306' DH6306'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6306'MODERNIZATION PROJECT OF 2005. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6302 *********************************************************************** DH6302 DESIGNATION - 128 MEN 34.50 DH6302 PID - DH6302 DH6302 STATE/COUNTY- CA/MENDOCINO DH6302 USGS QUAD - ORNBAUN VALLEY (1991) DH6302 DH6302 *CURRENT SURVEY CONTROL DH6302 ___________________________________________________________________ DH6302* NAD 83(1998)- 38 56 33.23983(N) 123 18 56.94441(W) ADJUSTED DH6302* NAVD 88 - 214.2 (meters) 703. (feet) GPS OBS DH6302 ___________________________________________________________________ DH6302 EPOCH DATE - 2004.69 DH6302 X - -2,728,406.087 (meters) COMP DH6302 Y - -4,151,103.422 (meters) COMP DH6302 Z - 3,987,475.365 (meters) COMP DH6302 LAPLACE CORR- 6.45 (seconds) DEFLEC99 DH6302 ELLIP HEIGHT- 183.61 (meters) (09/28/05) GPS OBS DH6302 GEOID HEIGHT- -30.55 (meters) GEOID03 DH6302 DH6302 HORZ ORDER - B DH6302 ELLP ORDER - FOURTH CLASS I DH6302 DH6302.The horizontal coordinates were established by GPS observations DH6302.and adjusted by the National Geodetic Survey in September 2005. DH6302.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6302.DATUM ITEM on the data sheet items page. DH6302.The horizontal coordinates are valid at the epoch date displayed above. DH6302.The epoch date for horizontal control is a decimal equivalence DH6302.of Year/Month/Day. DH6302 DH6302.The orthometric height was determined by GPS observations and a DH6302.high-resolution geoid model. DH6302 DH6302.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6302 DH6302.The Laplace correction was computed from DEFLEC99 derived deflections. DH6302 DH6302.The ellipsoidal height was determined by GPS observations DH6302.and is referenced to NAD 83. DH6302 DH6302.The geoid height was determined by GEOID03. DH6302 DH6302; North East Units Scale Factor Converg. DH6302;SPC CA 2 - 642,457.372 1,885,936.706 MT 0.99991773 -0 49 46.5 DH6302;SPC CA 2 - 2,107,795.56 6,187,444.01 sFT 0.99991773 -0 49 46.5 DH6302;UTM 10 - 4,310,450.582 472,630.651 MT 0.99960922 -0 11 54.6 DH6302 DH6302! - Elev Factor x Scale Factor = Combined Factor DH6302!SPC CA 2 - 0.99997119 x 0.99991773 = 0.99988893 DH6302!UTM 10 - 0.99997119 x 0.99960922 = 0.99958042 DH6302 DH6302 SUPERSEDED SURVEY CONTROL DH6302 DH6302.No superseded survey control is available for this station. DH6302 DH6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7263110451(NAD 83) DH6302_MARKER: DD = SURVEY DISK DH6302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6302_STAMPING: 128 MEN 34.50 DH6302_MARK LOGO: CSRC DH6302_PROJECTION: FLUSH DH6302_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6302+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6302_ROD/PIPE-DEPTH: 3.7 meters DH6302 DH6302 HISTORY - Date Condition Report By DH6302 HISTORY - 20040828 MONUMENTED CADT DH6302 DH6302 STATION DESCRIPTION DH6302 DH6302'DESCRIBED BY CALTRANS 2004 (MTL) DH6302'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 9.1 KM (5.6 DH6302'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 128 FROM YORKVILLE AND 11.0 KM DH6302'(6.8 MI) SOUTHEASTERLY OF BOONVILLE. DH6302' DH6302'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 253 AND 128, DH6302'NEAR BOONVILLE, PROCEED 7.97 KM (4.92 MI) SOUTHEASTERLY ALONG HIGHWAY DH6302'128 TO A BRIDGE AT SHEARING CREEK, CONTINUE SOUTHEAST TO POST MILE DH6302'34.50 AND THE STATION ON THE LEFT. DH6302' DH6302'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6302'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTHEAST A STEEL FENCE DH6302'POST AND CARSONITE MARKER, 11.3 M NORTHEAST OF THE CENTERLINE OF DH6302'HIGHWAY 128, 10.6 M SOUTHEASTERLY OF THE SOUTHEAST BRIDGE ABUTMENT, DH6302'11.9 M SOUTHEAST OF A 6IN X 6IN CONCRETE POST, AND 6.7 M NORTHEAST OF DH6302'THE EDGE OF PAVEMENT OF HIGHWAY 128. DH6302' DH6302'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6302'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6302'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6302'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6302'EUREKA. DH6302' DH6302'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6302'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6307 *********************************************************************** DH6307 DESIGNATION - 128 MEN 6.98 DH6307 PID - DH6307 DH6307 STATE/COUNTY- CA/MENDOCINO DH6307 USGS QUAD - ELK (1960) DH6307 DH6307 *CURRENT SURVEY CONTROL DH6307 ___________________________________________________________________ DH6307* NAD 83(1998)- 39 09 57.08729(N) 123 38 44.92564(W) ADJUSTED DH6307* NAVD 88 - 17.5 (meters) 57. (feet) GPS OBS DH6307 ___________________________________________________________________ DH6307 EPOCH DATE - 2004.69 DH6307 X - -2,743,530.438 (meters) COMP DH6307 Y - -4,122,190.668 (meters) COMP DH6307 Z - 4,006,601.165 (meters) COMP DH6307 LAPLACE CORR- 6.25 (seconds) DEFLEC99 DH6307 ELLIP HEIGHT- -13.73 (meters) (09/28/05) GPS OBS DH6307 GEOID HEIGHT- -31.10 (meters) GEOID03 DH6307 DH6307 HORZ ORDER - B DH6307 ELLP ORDER - FOURTH CLASS I DH6307 DH6307.The horizontal coordinates were established by GPS observations DH6307.and adjusted by the National Geodetic Survey in September 2005. DH6307.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6307.DATUM ITEM on the data sheet items page. DH6307.The horizontal coordinates are valid at the epoch date displayed above. DH6307.The epoch date for horizontal control is a decimal equivalence DH6307.of Year/Month/Day. DH6307 DH6307.The orthometric height was determined by GPS observations and a DH6307.high-resolution geoid model. DH6307 DH6307.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6307 DH6307.The Laplace correction was computed from DEFLEC99 derived deflections. DH6307 DH6307.The ellipsoidal height was determined by GPS observations DH6307.and is referenced to NAD 83. DH6307 DH6307.The geoid height was determined by GEOID03. DH6307 DH6307; North East Units Scale Factor Converg. DH6307;SPC CA 2 - 667,706.312 1,857,782.384 MT 0.99991567 -1 02 15.5 DH6307;SPC CA 2 - 2,190,633.13 6,095,074.37 sFT 0.99991567 -1 02 15.5 DH6307;UTM 10 - 4,335,380.827 444,208.498 MT 0.99963833 -0 24 28.4 DH6307 DH6307! - Elev Factor x Scale Factor = Combined Factor DH6307!SPC CA 2 - 1.00000215 x 0.99991567 = 0.99991782 DH6307!UTM 10 - 1.00000215 x 0.99963833 = 0.99964048 DH6307 DH6307 SUPERSEDED SURVEY CONTROL DH6307 DH6307.No superseded survey control is available for this station. DH6307 DH6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4420835381(NAD 83) DH6307_MARKER: DD = SURVEY DISK DH6307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6307+WITH SETTING: INFORMATION. DH6307_STAMPING: 128 MEN 6.98 DH6307_MARK LOGO: CSRC DH6307_PROJECTION: FLUSH DH6307_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6307+STABILITY: SURFACE MOTION DH6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6307+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004 DH6307_ROD/PIPE-DEPTH: 1.6 meters DH6307 DH6307 HISTORY - Date Condition Report By DH6307 HISTORY - 20040920 MONUMENTED CADT DH6307 DH6307 STATION DESCRIPTION DH6307 DH6307'DESCRIBED BY CALTRANS 2004 (MTL) DH6307'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 11.3 KM (7.0 DH6307'MI) SOUTHEASTERLY OF U.S. HIGHWAYS 1 AND128, AND 15.6 KM (9.6 MI) DH6307'NORTHWESTERLY ALONG HIGHWAY 128 FROM PHILO. DH6307' DH6307'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128 DH6307'PROCEED 11.31 KM (6.98 MI) SOUTHEASTERLY ALONG HIGHWAY 128 TO POST DH6307'MILE 6.98 TO THE STATION IN A SMALL TURN-OUT ON THE RIGHT. DH6307' DH6307'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6307'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTHWEST OF A STEEL DH6307'FENCE POST AND CARSONITE MARKER, 8.3 M SOUTHWEST OF THE CENTERLINE DH6307'OF HIGHWAY 128, 45.7 M SOUTHEAST OF A CULVERT AT POST MILE MARKER DH6307'7.01 ON THE SOUTHWESTERLY SIDE OF HIGHWAY 128, AND 4. 6 M SOUTHWEST OF DH6307'THE EDGE OF PAVEMENT OF HIGHWAY 128. DH6307' DH6307'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6307'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6307'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6307'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6307'EUREKA. DH6307' DH6307'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6307'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6327 *********************************************************************** DH6327 DESIGNATION - 162 MEN 11.44 DH6327 PID - DH6327 DH6327 STATE/COUNTY- CA/MENDOCINO DH6327 USGS QUAD - DOS RIOS (1994) DH6327 DH6327 *CURRENT SURVEY CONTROL DH6327 ___________________________________________________________________ DH6327* NAD 83(1998)- 39 40 08.86708(N) 123 20 42.28253(W) ADJUSTED DH6327* NAVD 88 - 312.3 (meters) 1025. (feet) GPS OBS DH6327 ___________________________________________________________________ DH6327 EPOCH DATE - 2004.69 DH6327 X - -2,702,479.860 (meters) COMP DH6327 Y - -4,107,086.948 (meters) COMP DH6327 Z - 4,049,956.014 (meters) COMP DH6327 LAPLACE CORR- 4.07 (seconds) DEFLEC99 DH6327 ELLIP HEIGHT- 282.99 (meters) (09/28/05) GPS OBS DH6327 GEOID HEIGHT- -29.24 (meters) GEOID03 DH6327 DH6327 HORZ ORDER - B DH6327 ELLP ORDER - FOURTH CLASS I DH6327 DH6327.The horizontal coordinates were established by GPS observations DH6327.and adjusted by the National Geodetic Survey in September 2005. DH6327.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6327.DATUM ITEM on the data sheet items page. DH6327.The horizontal coordinates are valid at the epoch date displayed above. DH6327.The epoch date for horizontal control is a decimal equivalence DH6327.of Year/Month/Day. DH6327 DH6327.The orthometric height was determined by GPS observations and a DH6327.high-resolution geoid model. DH6327 DH6327.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6327 DH6327.The Laplace correction was computed from DEFLEC99 derived deflections. DH6327 DH6327.The ellipsoidal height was determined by GPS observations DH6327.and is referenced to NAD 83. DH6327 DH6327.The geoid height was determined by GEOID03. DH6327 DH6327; North East Units Scale Factor Converg. DH6327;SPC CA 2 - 723,143.930 1,884,594.171 MT 0.99996663 -0 50 52.9 DH6327;SPC CA 2 - 2,372,514.71 6,183,039.38 sFT 0.99996663 -0 50 52.9 DH6327;UTM 10 - 4,391,091.804 470,402.496 MT 0.99961078 -0 13 13.0 DH6327 DH6327! - Elev Factor x Scale Factor = Combined Factor DH6327!SPC CA 2 - 0.99995561 x 0.99996663 = 0.99992224 DH6327!UTM 10 - 0.99995561 x 0.99961078 = 0.99956640 DH6327 DH6327 SUPERSEDED SURVEY CONTROL DH6327 DH6327.No superseded survey control is available for this station. DH6327 DH6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7040291092(NAD 83) DH6327_MARKER: DD = SURVEY DISK DH6327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6327+WITH SETTING: INFORMATION. DH6327_STAMPING: 162 MEN 11.44 DH6327_MARK LOGO: CSRC DH6327_PROJECTION: FLUSH DH6327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6327+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004 DH6327_ROD/PIPE-DEPTH: 2.4 meters DH6327 DH6327 HISTORY - Date Condition Report By DH6327 HISTORY - 20040916 MONUMENTED CADT DH6327 DH6327 STATION DESCRIPTION DH6327 DH6327'DESCRIBED BY CALTRANS 2004 (MTL) DH6327'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 18.5 KM DH6327'(11.4 MI) NORTHEASTERLY OF U.S. HIGHWAYS 101/ 162, AND 28.5 KM (17.6 DH6327'MI) SOUTHWESTERLY OF COVELO. DH6327' DH6327'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162 DH6327'PROCEED 18.53 KM (11.44 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO POST DH6327'MILE 11.44 AND THE STATION IN A TURN-OUT ON THE LEFT SIDE OF THE DH6327'HIGHWAY. DH6327' DH6327'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6327'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTHWEST OF A STEEL DH6327'FENCE POST AND CARSONITE MARKER, 16.2 M NORTHWEST OF THE CENTERLINE DH6327'OF HIGHWAY 162, 24.0 M SOUTHEAST OF A HEADWALL AND CULVERT ON THE DH6327'SOUTHEASTERLY SIDE OF HIGHWAY 162 AT POST MILE MARKER 11.43, 32.8 M DH6327'NORTHWEST OF A POWER POLE, AND 12.2 M NORTHWEST OF THE EDGE OF DH6327'PAVEMENT OF HIGHWAY 162. DH6327' DH6327'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6327'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6327'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6327'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6327'EUREKA. DH6327' DH6327'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6327'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6326 *********************************************************************** DH6326 DESIGNATION - 162 MEN 25.76 DH6326 PID - DH6326 DH6326 STATE/COUNTY- CA/MENDOCINO DH6326 USGS QUAD - JAMISON RIDGE (1994) DH6326 DH6326 *CURRENT SURVEY CONTROL DH6326 ___________________________________________________________________ DH6326* NAD 83(1998)- 39 44 38.91664(N) 123 14 53.97620(W) ADJUSTED DH6326* NAVD 88 - 434.6 (meters) 1426. (feet) GPS OBS DH6326 ___________________________________________________________________ DH6326 EPOCH DATE - 2004.69 DH6326 X - -2,692,674.834 (meters) COMP DH6326 Y - -4,107,273.249 (meters) COMP DH6326 Z - 4,056,442.022 (meters) COMP DH6326 LAPLACE CORR- 1.10 (seconds) DEFLEC99 DH6326 ELLIP HEIGHT- 405.36 (meters) (09/28/05) GPS OBS DH6326 GEOID HEIGHT- -29.13 (meters) GEOID03 DH6326 DH6326 HORZ ORDER - B DH6326 ELLP ORDER - FOURTH CLASS I DH6326 DH6326.The horizontal coordinates were established by GPS observations DH6326.and adjusted by the National Geodetic Survey in September 2005. DH6326.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6326.DATUM ITEM on the data sheet items page. DH6326.The horizontal coordinates are valid at the epoch date displayed above. DH6326.The epoch date for horizontal control is a decimal equivalence DH6326.of Year/Month/Day. DH6326 DH6326.The orthometric height was determined by GPS observations and a DH6326.high-resolution geoid model. DH6326 DH6326.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6326 DH6326.The Laplace correction was computed from DEFLEC99 derived deflections. DH6326 DH6326.The ellipsoidal height was determined by GPS observations DH6326.and is referenced to NAD 83. DH6326 DH6326.The geoid height was determined by GEOID03. DH6326 DH6326; North East Units Scale Factor Converg. DH6326;SPC CA 2 - 731,353.182 1,893,009.191 MT 0.99998085 -0 47 13.3 DH6326;SPC CA 2 - 2,399,447.90 6,210,647.65 sFT 0.99998085 -0 47 13.3 DH6326;UTM 10 - 4,399,389.758 478,723.993 MT 0.99960557 -0 09 31.6 DH6326 DH6326! - Elev Factor x Scale Factor = Combined Factor DH6326!SPC CA 2 - 0.99993641 x 0.99998085 = 0.99991726 DH6326!UTM 10 - 0.99993641 x 0.99960557 = 0.99954201 DH6326 DH6326 SUPERSEDED SURVEY CONTROL DH6326 DH6326.No superseded survey control is available for this station. DH6326 DH6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7872499390(NAD 83) DH6326_MARKER: DD = SURVEY DISK DH6326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6326_STAMPING: 162 MEN 25.76 DH6326_MARK LOGO: CSRC DH6326_PROJECTION: FLUSH DH6326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6326+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6326_ROD/PIPE-DEPTH: 3.6 meters DH6326 DH6326 HISTORY - Date Condition Report By DH6326 HISTORY - 20040828 MONUMENTED CADT DH6326 DH6326 STATION DESCRIPTION DH6326 DH6326'DESCRIBED BY CALTRANS 2004 (MTL) DH6326'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 41.73 KM DH6326'(25.76 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 162 FROM HIGHWAY DH6326'101/162, AND 5.5 KM (3.4 MI) SOUTHWESTERLY OF COVELO. DH6326' DH6326'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162 DH6326'PROCEED 41.73 KM (25.76 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO A DH6326'GRAVEL ROAD AT POST MILE 25.76 AND THE STATION ON THE EAST SIDE OF DH6326'HIGHWAY 162 THAT HEADS SOUTHERLY. DH6326' DH6326'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6326'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE DH6326'POST AND CARSONITE MARKER, 16.3 M EAST OF THE CENTERLINE OF HIGHWAY DH6326'162 AT THE EASTERLY EDGE OF THE GRAVEL ROAD, AND 45.7 M EAST OF THE DH6326'EDGE OF PAVEMENT OF HIGHWAY 162. DH6326' DH6326'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6326'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6326'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6326'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6326'EUREKA. DH6326' DH6326'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6326'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6324 *********************************************************************** DH6324 DESIGNATION - 162 MEN 4.07 DH6324 PID - DH6324 DH6324 STATE/COUNTY- CA/MENDOCINO DH6324 USGS QUAD - LONGVALE (1994) DH6324 DH6324 *CURRENT SURVEY CONTROL DH6324 ___________________________________________________________________ DH6324* NAD 83(1998)- 39 35 15.01704(N) 123 23 04.49829(W) ADJUSTED DH6324* NAVD 88 - 343.2 (meters) 1126. (feet) GPS OBS DH6324 ___________________________________________________________________ DH6324 EPOCH DATE - 2004.69 DH6324 X - -2,708,504.726 (meters) COMP DH6324 Y - -4,110,069.073 (meters) COMP DH6324 Z - 4,042,995.268 (meters) COMP DH6324 LAPLACE CORR- 4.74 (seconds) DEFLEC99 DH6324 ELLIP HEIGHT- 313.71 (meters) (09/28/05) GPS OBS DH6324 GEOID HEIGHT- -29.40 (meters) GEOID03 DH6324 DH6324 HORZ ORDER - B DH6324 ELLP ORDER - FOURTH CLASS I DH6324 DH6324.The horizontal coordinates were established by GPS observations DH6324.and adjusted by the National Geodetic Survey in September 2005. DH6324.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6324.DATUM ITEM on the data sheet items page. DH6324.The horizontal coordinates are valid at the epoch date displayed above. DH6324.The epoch date for horizontal control is a decimal equivalence DH6324.of Year/Month/Day. DH6324 DH6324.The orthometric height was determined by GPS observations and a DH6324.high-resolution geoid model. DH6324 DH6324.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6324 DH6324.The Laplace correction was computed from DEFLEC99 derived deflections. DH6324 DH6324.The ellipsoidal height was determined by GPS observations DH6324.and is referenced to NAD 83. DH6324 DH6324.The geoid height was determined by GEOID03. DH6324 DH6324; North East Units Scale Factor Converg. DH6324;SPC CA 2 - 714,133.629 1,881,066.946 MT 0.99995312 -0 52 22.6 DH6324;SPC CA 2 - 2,342,953.41 6,171,467.14 sFT 0.99995312 -0 52 22.6 DH6324;UTM 10 - 4,382,046.542 466,975.399 MT 0.99961343 -0 14 42.3 DH6324 DH6324! - Elev Factor x Scale Factor = Combined Factor DH6324!SPC CA 2 - 0.99995079 x 0.99995312 = 0.99990391 DH6324!UTM 10 - 0.99995079 x 0.99961343 = 0.99956423 DH6324 DH6324 SUPERSEDED SURVEY CONTROL DH6324 DH6324.No superseded survey control is available for this station. DH6324 DH6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6697582047(NAD 83) DH6324_MARKER: DD = SURVEY DISK DH6324_SETTING: 80 = SET IN A BOULDER DH6324_STAMPING: 128 MEN 4.07 DH6324_MARK LOGO: CSRC DH6324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6324+STABILITY: SURFACE MOTION DH6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6324+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6324 DH6324 HISTORY - Date Condition Report By DH6324 HISTORY - 20040828 MONUMENTED CADT DH6324 DH6324 STATION DESCRIPTION DH6324 DH6324'DESCRIBED BY CALTRANS 2004 (MTL) DH6324'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY6.59 KM DH6324'(4.07 MI) NORTHEASTERLY OF U.S. HIGHWAYS 101 AND 162, 40.5 KM (25.0 DH6324'MI) SOUTHWESTERLY OF COVELO. DH6324' DH6324'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162 DH6324'PROCEED 6.59 KM (4.07 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO POST DH6324'MILE 4.07 AND THE STATION IN A TURN-OUT ON THE LEFT SIDE OF THE DH6324'HIGHWAY. DH6324' DH6324'THE STATION IS A 3.5IN CAL DOT ALUMINUM CAP SET IN A DRILLED HOLE OF A DH6324'4.0 METER DIAMETER BOULDER. 12.0 M NORTHWEST OF THE CENTERLINE OF DH6324'HIGHWAY 162, 28.8 MT SOUTHWESTERLY OF A CULVERT AT POST MILE MARKER DH6324'4.05, AND 8.5 M NORTHWEST OF THE EDGE OF PAVEMENT OF HIGHWAY 162. DH6324' DH6324'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6324'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6324'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6324'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6324'EUREKA. DH6324' DH6324'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6324'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6329 *********************************************************************** DH6329 DESIGNATION - 20 MEN 17.19 DH6329 PID - DH6329 DH6329 STATE/COUNTY- CA/MENDOCINO DH6329 USGS QUAD - COMPTCHE (1991) DH6329 DH6329 *CURRENT SURVEY CONTROL DH6329 ___________________________________________________________________ DH6329* NAD 83(1998)- 39 21 09.15002(N) 123 33 31.06050(W) ADJUSTED DH6329* NAVD 88 - 102.8 (meters) 337. (feet) GPS OBS DH6329 ___________________________________________________________________ DH6329 EPOCH DATE - 2004.69 DH6329 X - -2,730,041.155 (meters) COMP DH6329 Y - -4,115,486.351 (meters) COMP DH6329 Z - 4,022,703.429 (meters) COMP DH6329 LAPLACE CORR- 6.84 (seconds) DEFLEC99 DH6329 ELLIP HEIGHT- 72.29 (meters) (09/28/05) GPS OBS DH6329 GEOID HEIGHT- -30.43 (meters) GEOID03 DH6329 DH6329 HORZ ORDER - B DH6329 ELLP ORDER - FOURTH CLASS I DH6329 DH6329.The horizontal coordinates were established by GPS observations DH6329.and adjusted by the National Geodetic Survey in September 2005. DH6329.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6329.DATUM ITEM on the data sheet items page. DH6329.The horizontal coordinates are valid at the epoch date displayed above. DH6329.The epoch date for horizontal control is a decimal equivalence DH6329.of Year/Month/Day. DH6329 DH6329.The orthometric height was determined by GPS observations and a DH6329.high-resolution geoid model. DH6329 DH6329.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6329 DH6329.The Laplace correction was computed from DEFLEC99 derived deflections. DH6329 DH6329.The ellipsoidal height was determined by GPS observations DH6329.and is referenced to NAD 83. DH6329 DH6329.The geoid height was determined by GEOID03. DH6329 DH6329; North East Units Scale Factor Converg. DH6329;SPC CA 2 - 688,294.525 1,865,670.832 MT 0.99992557 -0 58 57.6 DH6329;SPC CA 2 - 2,258,179.62 6,120,955.05 sFT 0.99992557 -0 58 57.6 DH6329;UTM 10 - 4,356,048.483 451,868.240 MT 0.99962852 -0 21 15.2 DH6329 DH6329! - Elev Factor x Scale Factor = Combined Factor DH6329!SPC CA 2 - 0.99998866 x 0.99992557 = 0.99991423 DH6329!UTM 10 - 0.99998866 x 0.99962852 = 0.99961718 DH6329 DH6329 SUPERSEDED SURVEY CONTROL DH6329 DH6329.No superseded survey control is available for this station. DH6329 DH6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5186856048(NAD 83) DH6329_MARKER: DD = SURVEY DISK DH6329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6329_STAMPING: 020 MEN 17.19 DH6329_MARK LOGO: CSRC DH6329_PROJECTION: FLUSH DH6329_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6329+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6329_ROD/PIPE-DEPTH: 4.0 meters DH6329 DH6329 HISTORY - Date Condition Report By DH6329 HISTORY - 20040828 MONUMENTED CADT DH6329 DH6329 STATION DESCRIPTION DH6329 DH6329'DESCRIBED BY CALTRANS 2004 (MTL) DH6329'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 27.84 KM DH6329'(17.19 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND DH6329'25.9 KM (16.0 MI) NORTHWESTERLY OF WILLITTS. DH6329' DH6329'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6329'PROCEED 27.84 KM (17.19 MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO THE DH6329'PARKING LOT AT CAMP 20 ON THE SOUTHWESTERLY SIDE OF HIGHWAY 20. THE DH6329'MONUMENT IS IN A DIRT PARKWAY BETWEEN HIGHWAY 20 AND THE PAVED DH6329'PARKING LOT. DH6329' DH6329'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6329'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTHWEST A STEEL FENCE DH6329'POST AND CARSONITE MARKER, 14.6 M SOUTH OF THE CENTERLINE OF HIGHWAY DH6329'20, AND 10.2 M SOUTHWESTERLY OF THE SOUTHEASTERLY CORNER OF 2.0M X DH6329'6.0 M X 0.7M HIGH ROCK WALL WITH A WOODEN SIGN 'CAMP 20 RECREATION DH6329'AREA'. DH6329' DH6329'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6329'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6329'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6329'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6329'EUREKA. DH6329' DH6329'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6329'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6328 *********************************************************************** DH6328 DESIGNATION - 20 MEN 32.05 DH6328 PID - DH6328 DH6328 STATE/COUNTY- CA/MENDOCINO DH6328 USGS QUAD - WILLITS (1991) DH6328 DH6328 *CURRENT SURVEY CONTROL DH6328 ___________________________________________________________________ DH6328* NAD 83(1998)- 39 24 20.10095(N) 123 22 22.50082(W) ADJUSTED DH6328* NAVD 88 - 439.6 (meters) 1442. (feet) GPS OBS DH6328 ___________________________________________________________________ DH6328 EPOCH DATE - 2004.69 DH6328 X - -2,714,775.631 (meters) COMP DH6328 Y - -4,121,411.120 (meters) COMP DH6328 Z - 4,027,469.587 (meters) COMP DH6328 LAPLACE CORR- 4.18 (seconds) DEFLEC99 DH6328 ELLIP HEIGHT- 409.75 (meters) (09/28/05) GPS OBS DH6328 GEOID HEIGHT- -29.73 (meters) GEOID03 DH6328 DH6328 HORZ ORDER - B DH6328 ELLP ORDER - FOURTH CLASS I DH6328 DH6328.The horizontal coordinates were established by GPS observations DH6328.and adjusted by the National Geodetic Survey in September 2005. DH6328.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6328.DATUM ITEM on the data sheet items page. DH6328.The horizontal coordinates are valid at the epoch date displayed above. DH6328.The epoch date for horizontal control is a decimal equivalence DH6328.of Year/Month/Day. DH6328 DH6328.The orthometric height was determined by GPS observations and a DH6328.high-resolution geoid model. DH6328 DH6328.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6328 DH6328.The Laplace correction was computed from DEFLEC99 derived deflections. DH6328 DH6328.The ellipsoidal height was determined by GPS observations DH6328.and is referenced to NAD 83. DH6328 DH6328.The geoid height was determined by GEOID03. DH6328 DH6328; North East Units Scale Factor Converg. DH6328;SPC CA 2 - 693,924.136 1,881,763.851 MT 0.99993032 -0 51 56.1 DH6328;SPC CA 2 - 2,276,649.44 6,173,753.57 sFT 0.99993032 -0 51 56.1 DH6328;UTM 10 - 4,361,852.529 467,893.592 MT 0.99961269 -0 14 12.2 DH6328 DH6328! - Elev Factor x Scale Factor = Combined Factor DH6328!SPC CA 2 - 0.99993572 x 0.99993032 = 0.99986604 DH6328!UTM 10 - 0.99993572 x 0.99961269 = 0.99954843 DH6328 DH6328 SUPERSEDED SURVEY CONTROL DH6328 DH6328.No superseded survey control is available for this station. DH6328 DH6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6789461853(NAD 83) DH6328_MARKER: DD = SURVEY DISK DH6328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6328+WITH SETTING: INFORMATION. DH6328_STAMPING: 020 MEN 32.05 DH6328_MARK LOGO: CSRC DH6328_PROJECTION: FLUSH DH6328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6328+STABILITY: SURFACE MOTION DH6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6328+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6328_ROD/PIPE-DEPTH: 1.5 meters DH6328 DH6328 HISTORY - Date Condition Report By DH6328 HISTORY - 20040828 MONUMENTED CADT DH6328 DH6328 STATION DESCRIPTION DH6328 DH6328'DESCRIBED BY CALTRANS 2004 (MTL) DH6328'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 1.86 KM DH6328'(1.15 MI) NORTHWESTERLY ALONG U.S.HIGHWAY 20 FROM WILLITTS AND 51.92 DH6328'KM (32.05 MI) SOUTHEASTERLY FROM FORT BRAGG. DH6328' DH6328'TO REACH THE STATION FROM THE INTERSECTION OF OF HIGHWAYS 101 AND 20 DH6328'PROCEED 1.78 KM (1.1 MI) NORTHWESTERLY ALONG HIGHWAY 20 TO WILLITTS DH6328''CEMETARY ROAD' TO THE NORTHEAST. CONTINUE 0.05 MILES ALONG HIGHWAY DH6328'20 TO POST MILE 32.05 AND THE STATION ON THE RIGHT. DH6328' DH6328'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6328'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTHWEST OF A STEEL DH6328'FENCE POST AND CARSONITE MARKER, 12.0 M SOUTHWEST OF THE CENTERLINE DH6328'OF HIGHWAY 20, 76.2 M SOUTHEASTERLY A CULVERT AT POST MILE MARKER DH6328'32.11, APPROXIMATELY 81 M SOUTHEAST OF THE CENTERLINE OF WILLITTS DH6328'CEMETARY ROAD, AND 8.3 M SOUTHWESTERLY OF THE EDGE OF PAVEMENT OF DH6328'HIGHWAY 20. DH6328' DH6328'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6328'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6328'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6328'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6328'EUREKA. DH6328' DH6328'THIS STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6328'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6534 *********************************************************************** DH6534 DESIGNATION - 20 MEN 38.05 DH6534 PID - DH6534 DH6534 STATE/COUNTY- CA/MENDOCINO DH6534 USGS QUAD - DH6534 DH6534 *CURRENT SURVEY CONTROL DH6534 ___________________________________________________________________ DH6534* NAD 83(1998)- 39 14 45.17130(N) 123 07 33.56567(W) ADJUSTED DH6534* NAVD 88 - 261.2 (meters) 857. (feet) GPS OBS DH6534 ___________________________________________________________________ DH6534 EPOCH DATE - 2004.69 DH6534 X - -2,703,053.895 (meters) COMP DH6534 Y - -4,142,367.677 (meters) COMP DH6534 Z - 4,013,640.424 (meters) COMP DH6534 LAPLACE CORR- 6.10 (seconds) DEFLEC99 DH6534 ELLIP HEIGHT- 231.48 (meters) (09/28/05) GPS OBS DH6534 GEOID HEIGHT- -29.61 (meters) GEOID03 DH6534 DH6534 HORZ ORDER - B DH6534 ELLP ORDER - FOURTH CLASS I DH6534 DH6534.The horizontal coordinates were established by GPS observations DH6534.and adjusted by the National Geodetic Survey in September 2005. DH6534.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6534.DATUM ITEM on the data sheet items page. DH6534.The horizontal coordinates are valid at the epoch date displayed above. DH6534.The epoch date for horizontal control is a decimal equivalence DH6534.of Year/Month/Day. DH6534 DH6534.The orthometric height was determined by GPS observations and a DH6534.high-resolution geoid model. DH6534 DH6534.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6534 DH6534.The Laplace correction was computed from DEFLEC99 derived deflections. DH6534 DH6534.The ellipsoidal height was determined by GPS observations DH6534.and is referenced to NAD 83. DH6534 DH6534.The geoid height was determined by GEOID03. DH6534 DH6534; North East Units Scale Factor Converg. DH6534;SPC CA 2 - 675,904.011 1,902,808.385 MT 0.99991862 -0 42 35.6 DH6534;SPC CA 2 - 2,217,528.41 6,242,797.18 sFT 0.99991862 -0 42 35.6 DH6534;UTM 10 - 4,344,070.392 489,128.123 MT 0.99960146 -0 04 46.9 DH6534 DH6534! - Elev Factor x Scale Factor = Combined Factor DH6534!SPC CA 2 - 0.99996368 x 0.99991862 = 0.99988231 DH6534!UTM 10 - 0.99996368 x 0.99960146 = 0.99956516 DH6534 DH6534 SUPERSEDED SURVEY CONTROL DH6534 DH6534.No superseded survey control is available for this station. DH6534 DH6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8912844070(NAD 83) DH6534_MARKER: DD = SURVEY DISK DH6534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6534+WITH SETTING: INFORMATION. DH6534_STAMPING: 020 MEN 38.05 DH6534_MARK LOGO: CSRC DH6534_PROJECTION: FLUSH DH6534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6534+STABILITY: SURFACE MOTION DH6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6534+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6534_ROD/PIPE-DEPTH: 1.2 meters DH6534 DH6534 HISTORY - Date Condition Report By DH6534 HISTORY - 20040828 MONUMENTED CADT DH6534 DH6534 STATION DESCRIPTION DH6534 DH6534'DESCRIBED BY CALTRANS 2004 (MTL) DH6534'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 7.84 KM DH6534'(4.84 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM CALPELLA AND 11.7 DH6534'KM (7.2 MI) SOTHWESTERLY OF POTTER VALLEY. DH6534' DH6534'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 20 DH6534'PROCEED 7.84 KM (4.84 MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO THE DH6534'INTERSECTION OF POTTER VALLEY ROAD AND THE STATION ON THE LEFT IN THE DH6534'DIRT MEDIAN. DH6534' DH6534'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6534'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 METERS NORTHEASTERLY OF A DH6534'STEEL FENCE POST AND CARSONITE MARKER, 22.2 METERS NORTHERLY OF THE DH6534'CENTERLINE OF HIGHWAY 20, 14.9 METERS WESTERLY OF THE CENTERLINE OF DH6534'POTTER VALLEY ROAD, AND 1.4 METERS EAST OF A CAL DOT BRASS DISK IN DH6534'CONCRETE BEARS. DH6534' DH6534'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6534'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6534'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6534'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6534'EUREKA. DH6534' DH6534'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6534'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6312 *********************************************************************** DH6312 DESIGNATION - 20 MEN 4.08 DH6312 PID - DH6312 DH6312 STATE/COUNTY- CA/MENDOCINO DH6312 USGS QUAD - NOYO HILL (1991) DH6312 DH6312 *CURRENT SURVEY CONTROL DH6312 ___________________________________________________________________ DH6312* NAD 83(1998)- 39 24 11.91152(N) 123 44 23.30866(W) ADJUSTED DH6312* NAVD 88 - 182.2 (meters) 598. (feet) GPS OBS DH6312 ___________________________________________________________________ DH6312 EPOCH DATE - 2004.69 DH6312 X - -2,741,089.149 (meters) COMP DH6312 Y - -4,103,909.970 (meters) COMP DH6312 Z - 4,027,110.285 (meters) COMP DH6312 LAPLACE CORR- 7.85 (seconds) DEFLEC99 DH6312 ELLIP HEIGHT- 151.17 (meters) (09/28/05) GPS OBS DH6312 GEOID HEIGHT- -30.93 (meters) GEOID03 DH6312 DH6312 HORZ ORDER - B DH6312 ELLP ORDER - FOURTH CLASS I DH6312 DH6312.The horizontal coordinates were established by GPS observations DH6312.and adjusted by the National Geodetic Survey in September 2005. DH6312.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6312.DATUM ITEM on the data sheet items page. DH6312.The horizontal coordinates are valid at the epoch date displayed above. DH6312.The epoch date for horizontal control is a decimal equivalence DH6312.of Year/Month/Day. DH6312 DH6312.The orthometric height was determined by GPS observations and a DH6312.high-resolution geoid model. DH6312 DH6312.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6312 DH6312.The Laplace correction was computed from DEFLEC99 derived deflections. DH6312 DH6312.The ellipsoidal height was determined by GPS observations DH6312.and is referenced to NAD 83. DH6312 DH6312.The geoid height was determined by GEOID03. DH6312 DH6312; North East Units Scale Factor Converg. DH6312;SPC CA 2 - 694,212.754 1,850,165.664 MT 0.99993010 -1 05 48.8 DH6312;SPC CA 2 - 2,277,596.34 6,070,085.18 sFT 0.99993010 -1 05 48.8 DH6312;UTM 10 - 4,361,794.786 436,303.651 MT 0.99964995 -0 28 10.7 DH6312 DH6312! - Elev Factor x Scale Factor = Combined Factor DH6312!SPC CA 2 - 0.99997628 x 0.99993010 = 0.99990639 DH6312!UTM 10 - 0.99997628 x 0.99964995 = 0.99962624 DH6312 DH6312 SUPERSEDED SURVEY CONTROL DH6312 DH6312.No superseded survey control is available for this station. DH6312 DH6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3630461795(NAD 83) DH6312_MARKER: DD = SURVEY DISK DH6312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6312_STAMPING: 020 MEN 4.08 DH6312_MARK LOGO: CSRC DH6312_PROJECTION: FLUSH DH6312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6312+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004 DH6312_ROD/PIPE-DEPTH: 5.5 meters DH6312 DH6312 HISTORY - Date Condition Report By DH6312 HISTORY - 20040920 MONUMENTED CADT DH6312 DH6312 STATION DESCRIPTION DH6312 DH6312'DESCRIBED BY CALTRANS 2004 (MTL) DH6312'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 6.5 KM DH6312'(4.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND 50.5 DH6312'KM (31.2 MI) NORTHWESTERLY OF WILLITTS. DH6312' DH6312'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6312'PROCEED 6.56 KM (4.05 MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO POST DH6312'MILE 4.08, TO THE STATION AND A DRIVEWAY ON THE LEFT. THE STATION DH6312'IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER SET IN DH6312'CONCRETE FLUSH WITH THE GROUND. 3.5 M SOUTHWEST OF A STEEL FENCE POST DH6312'AND CARSONITE MARKER, 13.7 M NORTHEASTERLY OF THE CENTERLINE OF DH6312'HIGHWAY 20, 50.3 M SOUTHEASTERLY OF THE CENTERLINE OF THE DRIVEWAY, DH6312'26.6 M NORTHERLY OF A 1.4 M DIA. REDWOOD TREE, 28.7 M NORTHEASTERLY DH6312'OF A 1.8 M DIA. REDWOOD TREE, AND 9.8 M NORTHEASTERLY OF THE EDGE OF DH6312'PAVEMENT OF HIGHWAY 20. DH6312' DH6312'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6312'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6312'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6312'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6312'EUREKA. DH6312' DH6312'THE STATION WAS OCCUIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6312'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6535 *********************************************************************** DH6535 DESIGNATION - 20 MEN 41.01 DH6535 PID - DH6535 DH6535 STATE/COUNTY- CA/MENDOCINO DH6535 USGS QUAD - COW MOUNTAIN (1975) DH6535 DH6535 *CURRENT SURVEY CONTROL DH6535 ___________________________________________________________________ DH6535* NAD 83(1998)- 39 13 12.67611(N) 123 04 59.88072(W) ADJUSTED DH6535* NAVD 88 - 302.2 (meters) 991. (feet) GPS OBS DH6535 ___________________________________________________________________ DH6535 EPOCH DATE - 2004.69 DH6535 X - -2,700,968.944 (meters) COMP DH6535 Y - -4,145,918.913 (meters) COMP DH6535 Z - 4,011,456.909 (meters) COMP DH6535 LAPLACE CORR- 6.11 (seconds) DEFLEC99 DH6535 ELLIP HEIGHT- 272.62 (meters) (09/28/05) GPS OBS DH6535 GEOID HEIGHT- -29.49 (meters) GEOID03 DH6535 DH6535 HORZ ORDER - B DH6535 ELLP ORDER - FOURTH CLASS I DH6535 DH6535.The horizontal coordinates were established by GPS observations DH6535.and adjusted by the National Geodetic Survey in September 2005. DH6535.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6535.DATUM ITEM on the data sheet items page. DH6535.The horizontal coordinates are valid at the epoch date displayed above. DH6535.The epoch date for horizontal control is a decimal equivalence DH6535.of Year/Month/Day. DH6535 DH6535.The orthometric height was determined by GPS observations and a DH6535.high-resolution geoid model. DH6535 DH6535.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6535 DH6535.The Laplace correction was computed from DEFLEC99 derived deflections. DH6535 DH6535.The ellipsoidal height was determined by GPS observations DH6535.and is referenced to NAD 83. DH6535 DH6535.The geoid height was determined by GEOID03. DH6535 DH6535; North East Units Scale Factor Converg. DH6535;SPC CA 2 - 673,007.209 1,906,459.085 MT 0.99991746 -0 40 58.8 DH6535;SPC CA 2 - 2,208,024.48 6,254,774.51 sFT 0.99991746 -0 40 58.8 DH6535;UTM 10 - 4,341,214.829 492,809.299 MT 0.99960064 -0 03 09.6 DH6535 DH6535! - Elev Factor x Scale Factor = Combined Factor DH6535!SPC CA 2 - 0.99995723 x 0.99991746 = 0.99987469 DH6535!UTM 10 - 0.99995723 x 0.99960064 = 0.99955789 DH6535 DH6535 SUPERSEDED SURVEY CONTROL DH6535 DH6535.No superseded survey control is available for this station. DH6535 DH6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9280941215(NAD 83) DH6535_MARKER: DD = SURVEY DISK DH6535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6535_STAMPING: 020 MEN 41.01 DH6535_MARK LOGO: CSRC DH6535_PROJECTION: FLUSH DH6535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6535+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6535_ROD/PIPE-DEPTH: 3.9 meters DH6535 DH6535 HISTORY - Date Condition Report By DH6535 HISTORY - 20040828 MONUMENTED CADT DH6535 DH6535 STATION DESCRIPTION DH6535 DH6535'DESCRIBED BY CALTRANS 2004 (MTL) DH6535'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXMATELY 12.61 KM DH6535'(7.79MI) SOUTHEASTERLY ALONG U.S.HIGHWAY 20 FROM CALPELLA AND 1.9 KM DH6535'(1.2 MI) NORTHWESTERLY OF THE MENDOCINO AND LAKE COUNTY LINE. DH6535' DH6535'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND HIGHWAY DH6535'20 PROCEED SOUTHEASTERLY 12.61 KM (7.79 MI) ALONG HIGHWAY 20 TO POST DH6535'MILE 41.01 AND THE STATION ON THE LEFT. DH6535' DH6535'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6535'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M NORTHEASTERLY OF A DH6535'STEEL FENCE POST AND CARSONITE MARKER, 14.9 M NORTHEASTERLY OF THE DH6535'CENTERLINE OF HIGHWAY 20, 21.3 M NORTHWESTERLY OF POST MILE MARKER DH6535'41.00, AND 7.9 M NORTHEASTERLY OF THE NORTHERLY EDGE OF PAVEMENT OF DH6535'HIGHWAY 20. DH6535' DH6535'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6535'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6535'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6535'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6535'EUREKA. DH6535' DH6535'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6535'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6330 *********************************************************************** DH6330 DESIGNATION - 20 MEN 8.62 DH6330 PID - DH6330 DH6330 STATE/COUNTY- CA/MENDOCINO DH6330 USGS QUAD - MATHISON PEAK (1991) DH6330 DH6330 *CURRENT SURVEY CONTROL DH6330 ___________________________________________________________________ DH6330* NAD 83(1998)- 39 22 22.64677(N) 123 40 57.33422(W) ADJUSTED DH6330* NAVD 88 - 286.3 (meters) 939. (feet) GPS OBS DH6330 ___________________________________________________________________ DH6330 EPOCH DATE - 2004.69 DH6330 X - -2,738,220.272 (meters) COMP DH6330 Y - -4,108,491.608 (meters) COMP DH6330 Z - 4,024,572.058 (meters) COMP DH6330 LAPLACE CORR- 6.22 (seconds) DEFLEC99 DH6330 ELLIP HEIGHT- 255.45 (meters) (09/28/05) GPS OBS DH6330 GEOID HEIGHT- -30.78 (meters) GEOID03 DH6330 DH6330 HORZ ORDER - B DH6330 ELLP ORDER - FOURTH CLASS I DH6330 DH6330.The horizontal coordinates were established by GPS observations DH6330.and adjusted by the National Geodetic Survey in September 2005. DH6330.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6330.DATUM ITEM on the data sheet items page. DH6330.The horizontal coordinates are valid at the epoch date displayed above. DH6330.The epoch date for horizontal control is a decimal equivalence DH6330.of Year/Month/Day. DH6330 DH6330.The orthometric height was determined by GPS observations and a DH6330.high-resolution geoid model. DH6330 DH6330.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6330 DH6330.The Laplace correction was computed from DEFLEC99 derived deflections. DH6330 DH6330.The ellipsoidal height was determined by GPS observations DH6330.and is referenced to NAD 83. DH6330 DH6330.The geoid height was determined by GEOID03. DH6330 DH6330; North East Units Scale Factor Converg. DH6330;SPC CA 2 - 690,751.099 1,855,030.145 MT 0.99992730 -1 03 39.0 DH6330;SPC CA 2 - 2,266,239.23 6,086,044.73 sFT 0.99992730 -1 03 39.0 DH6330;UTM 10 - 4,358,387.579 441,204.368 MT 0.99964256 -0 25 58.9 DH6330 DH6330! - Elev Factor x Scale Factor = Combined Factor DH6330!SPC CA 2 - 0.99995992 x 0.99992730 = 0.99988723 DH6330!UTM 10 - 0.99995992 x 0.99964256 = 0.99960250 DH6330 DH6330 SUPERSEDED SURVEY CONTROL DH6330 DH6330.No superseded survey control is available for this station. DH6330 DH6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4120458388(NAD 83) DH6330_MARKER: DD = SURVEY DISK DH6330_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6330+WITH SETTING: INFORMATION. DH6330_STAMPING: 020 MEN 8.62 DH6330_MARK LOGO: CSRC DH6330_PROJECTION: FLUSH DH6330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6330+STABILITY: SURFACE MOTION DH6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6330+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6330_ROD/PIPE-DEPTH: 1.2 meters DH6330 DH6330 HISTORY - Date Condition Report By DH6330 HISTORY - 20040828 MONUMENTED CADT DH6330 DH6330 STATION DESCRIPTION DH6330 DH6330'DESCRIBED BY CALTRANS 2004 (MTL) DH6330'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 13.9 KM DH6330'(8.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND 43.1 DH6330'KM (26.6 MI) NORTHWESTERLY OF WILLITTS. DH6330' DH6330'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 DH6330'PROCEED 13.96 KM (8.62 MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO POST DH6330'MILE 8.62 AND FOREST SERVICE ROAD 'R0560', RUNNING SOUTHWESTERLY, DH6330'TURN RIGHT AND THE STATION IS ON THE RIGHT. DH6330' DH6330'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6330'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 METERS SOUTHWEST OF A DH6330'STEEL FENCE POST AND CARSONITE MARKER BEARS, 13.5 M SOUTHWESTERLY OF DH6330'THE CENTERLINE OF HIGHWAY 20, AND 9.1 M SOUTHERLY OF THE CENTERLINE DH6330'OF THE FOREST SERVICE ROAD. DH6330' DH6330'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6330'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6330'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6330'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6330'EUREKA. DH6330' DH6330'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT DH6330'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6304 *********************************************************************** DH6304 DESIGNATION - 253 MEN 10.89 DH6304 PID - DH6304 DH6304 STATE/COUNTY- CA/MENDOCINO DH6304 USGS QUAD - ELLEDGE PEAK (1975) DH6304 DH6304 *CURRENT SURVEY CONTROL DH6304 ___________________________________________________________________ DH6304* NAD 83(1998)- 39 03 34.46595(N) 123 14 24.76453(W) ADJUSTED DH6304* NAVD 88 - 579.1 (meters) 1900. (feet) GPS OBS DH6304 ___________________________________________________________________ DH6304 EPOCH DATE - 2004.69 DH6304 X - -2,718,600.385 (meters) COMP DH6304 Y - -4,148,099.907 (meters) COMP DH6304 Z - 3,997,800.518 (meters) COMP DH6304 LAPLACE CORR- 2.21 (seconds) DEFLEC99 DH6304 ELLIP HEIGHT- 548.91 (meters) (09/28/05) GPS OBS DH6304 GEOID HEIGHT- -30.11 (meters) GEOID03 DH6304 DH6304 HORZ ORDER - B DH6304 ELLP ORDER - FOURTH CLASS I DH6304 DH6304.The horizontal coordinates were established by GPS observations DH6304.and adjusted by the National Geodetic Survey in September 2005. DH6304.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6304.DATUM ITEM on the data sheet items page. DH6304.The horizontal coordinates are valid at the epoch date displayed above. DH6304.The epoch date for horizontal control is a decimal equivalence DH6304.of Year/Month/Day. DH6304 DH6304.The orthometric height was determined by GPS observations and a DH6304.high-resolution geoid model. DH6304 DH6304.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6304 DH6304.The Laplace correction was computed from DEFLEC99 derived deflections. DH6304 DH6304.The ellipsoidal height was determined by GPS observations DH6304.and is referenced to NAD 83. DH6304 DH6304.The geoid height was determined by GEOID03. DH6304 DH6304; North East Units Scale Factor Converg. DH6304;SPC CA 2 - 655,352.521 1,892,667.493 MT 0.99991477 -0 46 54.9 DH6304;SPC CA 2 - 2,150,102.40 6,209,526.60 sFT 0.99991477 -0 46 54.9 DH6304;UTM 10 - 4,323,415.046 479,217.031 MT 0.99960532 -0 09 04.9 DH6304 DH6304! - Elev Factor x Scale Factor = Combined Factor DH6304!SPC CA 2 - 0.99991389 x 0.99991477 = 0.99982866 DH6304!UTM 10 - 0.99991389 x 0.99960532 = 0.99951924 DH6304 DH6304 SUPERSEDED SURVEY CONTROL DH6304 DH6304.No superseded survey control is available for this station. DH6304 DH6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7921723415(NAD 83) DH6304_MARKER: DD = SURVEY DISK DH6304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6304+WITH SETTING: INFORMATION. DH6304_STAMPING: 253 MEN 10.89 DH6304_MARK LOGO: CSRC DH6304_PROJECTION: FLUSH DH6304_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6304+STABILITY: SURFACE MOTION DH6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6304+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6304_ROD/PIPE-DEPTH: 3.0 meters DH6304 DH6304 HISTORY - Date Condition Report By DH6304 HISTORY - 20040828 MONUMENTED CADT DH6304 DH6304 STATION DESCRIPTION DH6304 DH6304'DESCRIBED BY CALTRANS 2004 (MTL) DH6304'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 9.7 KM (6.0 DH6304'MI) WESTERLY ALONG U.S. HIGHWAY 253 FROM UKIAH AND 17.8 KM (11.0 MI) DH6304'EASTERLY OF BOONVILLE. DH6304' DH6304'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 128 AND 253, DH6304'NEAR BOONVILLE, PROCEED 17.64 KM (10.89 MI) EASTERLY ALONG HIGHWAY DH6304'253 TO POST MILE 10.89 TO A TURN-OUT AND THE STATION ON THE RIGHT. DH6304' DH6304'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6304'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTH A STEEL FENCE POST DH6304'AND CARSONITE MARKER , 11.8 M SOUTH OF THE CENTERLINE OF THE HIGHWAY, DH6304'24.8 M SOUTHERLY OF A POWER POLE, 8.5 M SOUTH OF A CULVERT AT POST DH6304'MILE MARKER 10.89 ON THE HIGHWAY 253, 5.0 M SOUTH OF THE EDGE OF DH6304'PAVEMENT OF HIGHWAY 253. DH6304' DH6304'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6304'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6304'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6304'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6304'EUREKA. DH6304' DH6304'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6304'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6303 *********************************************************************** DH6303 DESIGNATION - 253 MEN 5.76 DH6303 PID - DH6303 DH6303 STATE/COUNTY- CA/MENDOCINO DH6303 USGS QUAD - BOONVILLE (1991) DH6303 DH6303 *CURRENT SURVEY CONTROL DH6303 ___________________________________________________________________ DH6303* NAD 83(1998)- 39 01 35.04930(N) 123 17 08.12492(W) ADJUSTED DH6303* NAVD 88 - 502.4 (meters) 1648. (feet) GPS OBS DH6303 ___________________________________________________________________ DH6303 EPOCH DATE - 2004.69 DH6303 X - -2,723,125.200 (meters) COMP DH6303 Y - -4,147,834.855 (meters) COMP DH6303 Z - 3,994,891.738 (meters) COMP DH6303 LAPLACE CORR- 5.63 (seconds) DEFLEC99 DH6303 ELLIP HEIGHT- 472.06 (meters) (09/28/05) GPS OBS DH6303 GEOID HEIGHT- -30.25 (meters) GEOID03 DH6303 DH6303 HORZ ORDER - B DH6303 ELLP ORDER - FOURTH CLASS I DH6303 DH6303.The horizontal coordinates were established by GPS observations DH6303.and adjusted by the National Geodetic Survey in September 2005. DH6303.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6303.DATUM ITEM on the data sheet items page. DH6303.The horizontal coordinates are valid at the epoch date displayed above. DH6303.The epoch date for horizontal control is a decimal equivalence DH6303.of Year/Month/Day. DH6303 DH6303.The orthometric height was determined by GPS observations and a DH6303.high-resolution geoid model. DH6303 DH6303.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6303 DH6303.The Laplace correction was computed from DEFLEC99 derived deflections. DH6303 DH6303.The ellipsoidal height was determined by GPS observations DH6303.and is referenced to NAD 83. DH6303 DH6303.The geoid height was determined by GEOID03. DH6303 DH6303; North East Units Scale Factor Converg. DH6303;SPC CA 2 - 651,725.223 1,888,688.494 MT 0.99991519 -0 48 37.9 DH6303;SPC CA 2 - 2,138,201.84 6,196,472.17 sFT 0.99991519 -0 48 37.9 DH6303;UTM 10 - 4,319,745.307 475,279.411 MT 0.99960752 -0 10 47.4 DH6303 DH6303! - Elev Factor x Scale Factor = Combined Factor DH6303!SPC CA 2 - 0.99992594 x 0.99991519 = 0.99984114 DH6303!UTM 10 - 0.99992594 x 0.99960752 = 0.99953349 DH6303 DH6303 SUPERSEDED SURVEY CONTROL DH6303 DH6303.No superseded survey control is available for this station. DH6303 DH6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7527919745(NAD 83) DH6303_MARKER: DD = SURVEY DISK DH6303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6303+WITH SETTING: INFORMATION. DH6303_STAMPING: 253 MEN 05.76 DH6303_MARK LOGO: CSRC DH6303_PROJECTION: FLUSH DH6303_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT DH6303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6303+STABILITY: SURFACE MOTION DH6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6303+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004 DH6303_ROD/PIPE-DEPTH: 1.3 meters DH6303 DH6303 HISTORY - Date Condition Report By DH6303 HISTORY - 20040828 MONUMENTED CADT DH6303 DH6303 STATION DESCRIPTION DH6303 DH6303'DESCRIBED BY CALTRANS 2004 (MTL) DH6303'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 17.8 KM DH6303'(11.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 253 FROM UKIAH AND 9.7 KM DH6303'(6.0 MI) SOUTHEASTERLY OF BOONVILLE. DH6303' DH6303'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 128 AND 253, DH6303'NEAR BOONVILLE, PROCEED 9.33 KM (5.76 MI) WESTERLY ALONG HIGHWAY 253 DH6303'TO POST MILE 5.76 TO A TURN-OUT AND THE STATION ON THE RIGHT. THE DH6303'STATION IS AT THE EASTERLY END OF THE TURN-OUT IN A ROCK OUTCROPPING DH6303'. DH6303' DH6303'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER DH6303'SET IN CONCRETE FLUSH WITH THE GROUND. 0.9 M SOUTH OF A STEEL FENCE DH6303'POST AND CARSONITE MARKER, 10.6 M SOUTH OF THE CENTERLINE OF THE DH6303'HIGHWAY, 15.4 M SOUTH OF A POWER POLE, 6.6 M SOUTH OF THE EDGE OF DH6303'PAVEMENT. DH6303' DH6303'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6303'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DH6303'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.TO OBTAIN DH6303'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6303'EUREKA. DH6303' DH6303'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT DH6303'MODERNIZATION PROJECT OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9387 *********************************************************************** JT9387 FBN - This is a Federal Base Network Control Station. JT9387 TIDAL BM - This is a Tidal Bench Mark. JT9387 DESIGNATION - 941 6841 J TIDAL JT9387 PID - JT9387 JT9387 STATE/COUNTY- CA/MENDOCINO JT9387 USGS QUAD - POINT ARENA (1978) JT9387 JT9387 *CURRENT SURVEY CONTROL JT9387 ___________________________________________________________________ JT9387* NAD 83(1998)- 38 54 38.47944(N) 123 42 07.04810(W) ADJUSTED JT9387* NAVD 88 - 13.920 (meters) 45.67 (feet) ADJUSTED JT9387 ___________________________________________________________________ JT9387 EPOCH DATE - 2004.69 JT9387 X - -2,757,466.565 (meters) COMP JT9387 Y - -4,134,340.639 (meters) COMP JT9387 Z - 3,984,595.365 (meters) COMP JT9387 LAPLACE CORR- 10.26 (seconds) DEFLEC99 JT9387 ELLIP HEIGHT- -18.32 (meters) (09/13/05) GPS OBS JT9387 GEOID HEIGHT- -32.16 (meters) GEOID03 JT9387 DYNAMIC HT - 13.912 (meters) 45.64 (feet) COMP JT9387 MODELED GRAV- 980,062.6 (mgal) NAVD 88 JT9387 JT9387 HORZ ORDER - A JT9387 VERT ORDER - FIRST CLASS II JT9387 ELLP ORDER - FOURTH CLASS I JT9387 JT9387.ITRF positions are available for this station. JT9387.The horizontal coordinates were established by GPS observations JT9387.and adjusted by the National Geodetic Survey in September 2005. JT9387.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9387.DATUM ITEM on the data sheet items page. JT9387.The horizontal coordinates are valid at the epoch date displayed above. JT9387.The epoch date for horizontal control is a decimal equivalence JT9387.of Year/Month/Day. JT9387 JT9387.The orthometric height was determined by differential leveling JT9387.and adjusted by the National Geodetic Survey in June 1991. JT9387 JT9387.This Tidal Bench Mark is designated as VM 1012 JT9387.by the Center for Operational Oceanographic Products and Services. JT9387 JT9387.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9387 JT9387.The Laplace correction was computed from DEFLEC99 derived deflections. JT9387 JT9387.The ellipsoidal height was determined by GPS observations JT9387.and is referenced to NAD 83. JT9387 JT9387.The geoid height was determined by GEOID03. JT9387 JT9387.The dynamic height is computed by dividing the NAVD 88 JT9387.geopotential number by the normal gravity value computed on the JT9387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT9387.degrees latitude (g = 980.6199 gals.). JT9387 JT9387.The modeled gravity was interpolated from observed gravity values. JT9387 JT9387; North East Units Scale Factor Converg. JT9387;SPC CA 2 - 639,475.147 1,852,400.895 MT 0.99991926 -1 04 22.9 JT9387;SPC CA 2 - 2,098,011.38 6,077,418.60 sFT 0.99991926 -1 04 22.9 JT9387;UTM 10 - 4,307,099.867 439,139.578 MT 0.99964561 -0 26 27.3 JT9387 JT9387! - Elev Factor x Scale Factor = Combined Factor JT9387!SPC CA 2 - 1.00000287 x 0.99991926 = 0.99992213 JT9387!UTM 10 - 1.00000287 x 0.99964561 = 0.99964848 JT9387 JT9387 SUPERSEDED SURVEY CONTROL JT9387 JT9387 NAD 83(1998)- 38 54 38.47228(N) 123 42 07.04181(W) AD(1998.50) A JT9387 ELLIP H (04/06/00) -18.32 (m) GP(1998.50) 3 1 JT9387 NGVD 29 (12/02/92) 13.027 (m) 42.74 (f) ADJUSTED 1 2 JT9387 JT9387.Superseded values are not recommended for survey control. JT9387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9387.See file dsdata.txt to determine how the superseded data were derived. JT9387 JT9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3914007100(NAD 83) JT9387_MARKER: DB = BENCH MARK DISK JT9387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) JT9387_SP_SET: COPPER-CLAD STEEL ROD JT9387_STAMPING: 6841 J 1979 JT9387_MARK LOGO: NOS JT9387_PROJECTION: FLUSH JT9387_MAGNETIC: N = NO MAGNETIC MATERIAL JT9387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9387+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9387_ROD/PIPE-DEPTH: 4.90 meters JT9387 JT9387 HISTORY - Date Condition Report By JT9387 HISTORY - 1979 MONUMENTED NOS JT9387 HISTORY - 1988 GOOD NGS JT9387 HISTORY - 19980428 GOOD NGS JT9387 HISTORY - 20040901 GOOD CADT JT9387 HISTORY - 20050407 GOOD CADT JT9387 JT9387 STATION DESCRIPTION JT9387 JT9387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 JT9387'1.1 KM (0.70 MI) WEST FROM POINT ARENA. JT9387'0.2 KM (0.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE POST OFFICE JT9387'IN POINT ARENA, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG PORT ROAD, JT9387'17.2 M (56.4 FT) WEST OF THE CENTER OF A DRIVEWAY, 10.1 M (33.1 FT) JT9387'NORTH OF THE CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) WEST OF A JT9387'WOODEN WITNESS POST. NOTE--THE DISK IS SURROUNDED BY A 5-INCH PVC JT9387'PIPE THAT IS FLUSH WITH THE GROUND SURFACE. JT9387'THE MARK IS 1.8 M ABOVE THE ROAD. JT9387 JT9387 STATION RECOVERY (1998) JT9387 JT9387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) JT9387'THE STATION IS LOCATED ABOUT 0.86 KM (0.55 MI) WEST OF THE TOWN OF JT9387'POINT ARENA AND 0.80 KM (0.50 MI) EAST OF THE EAST END OF THE POINT JT9387'ARENA PIER, ON THE NORTH SIDE OF PORT ROAD, NEAR THE CENTER OF A JT9387'TRIANGULAR-SHAPED GRASS MEDIAN AT THE SOUTH END OF A FORKED DRIVEWAY. JT9387'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH THE JT9387'STATION FROM THE JUNCTION OF STATE HIGHWAY 1 (MAIN ST) AND IVERSEN AVE JT9387'NEAR THE SOUTH EDGE OF POINT ARENA, GO WESTERLY FOR 0.32 KM (0.20 MI) JT9387'ON IVERSEN AVENUE TO A STOP SIGN AT PORT ROAD. BEAR LEFT AND CONTINUE JT9387'WESTERLY FOR 0.54 KM (0.35 MI) ON PORT ROAD TO THE FORKED DRIVEWAY ON JT9387'THE RIGHT AND THE STATION IN THE MEDIAN. THE STATION IS A PUNCH MARK JT9387'ON THE TOP CENTER OF A DISK CRIMPED TO THE TOP OF A COPPER-CLAD STEEL JT9387'ROD, RECESSED ABOUT 4O CM BELOW GROUND, ENCASED IN A 4-INCH PVC PIPE JT9387'THAT IS ENCASED IN A 6-INCH PVC PIPE WITH SCREW CAP FLUSH WITH GROUND. JT9387'LOCATED 10.1 M (33.1 FT) NORTH OF THE CENTER OF ROAD, 6.1 M (20.0 FT) JT9387'SOUTHWEST OF THE CENTER OF NORTHEAST FORKED DRIVEWAY, 4.8 M (15.7 FT) JT9387'SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST POINT OF THE MEDIAN, 4.2 M JT9387'(13.8 FT) SOUTHEAST OF THE CENTER OF NORTHWEST FORKED DRIVEWAY, 1.0 M JT9387'(3.3 FT) WEST OF A 4-INCH WOODEN POST WITH WITNESS SIGN, ABOUT 1.2 M JT9387'(3.9 FT) ABOVE THE ROAD LEVEL AND FLUSH WITH GROUND. NOTE--A LARGE JT9387'PAIR OF CHANNEL LOCKS OR PIPE WRENCH IS NEEDED TO REMOVE THE PVC SCREW JT9387'CAP. JT9387 JT9387 STATION RECOVERY (2004) JT9387 JT9387'RECOVERY NOTE BY CALTRANS 2004 (GN) JT9387'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE JT9387'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. JT9387 JT9387 STATION RECOVERY (2005) JT9387 JT9387'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9387'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9387'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9387'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT1793 *********************************************************************** KT1793 FBN - This is a Federal Base Network Control Station. KT1793 DESIGNATION - E 1436 KT1793 PID - KT1793 KT1793 STATE/COUNTY- CA/MENDOCINO KT1793 USGS QUAD - WESTPORT (1994) KT1793 KT1793 *CURRENT SURVEY CONTROL KT1793 ___________________________________________________________________ KT1793* NAD 83(1998)- 39 40 08.86932(N) 123 47 25.87481(W) ADJUSTED KT1793* NAVD 88 - 23.493 (meters) 77.08 (feet) ADJUSTED KT1793 ___________________________________________________________________ KT1793 EPOCH DATE - 2004.69 KT1793 X - -2,734,203.888 (meters) COMP KT1793 Y - -4,085,767.104 (meters) COMP KT1793 Z - 4,049,770.818 (meters) COMP KT1793 LAPLACE CORR- 10.82 (seconds) DEFLEC99 KT1793 ELLIP HEIGHT- -7.21 (meters) (09/13/05) GPS OBS KT1793 GEOID HEIGHT- -30.63 (meters) GEOID03 KT1793 DYNAMIC HT - 23.481 (meters) 77.04 (feet) COMP KT1793 MODELED GRAV- 980,123.7 (mgal) NAVD 88 KT1793 KT1793 HORZ ORDER - A KT1793 VERT ORDER - FIRST CLASS II KT1793 ELLP ORDER - FOURTH CLASS I KT1793 KT1793.ITRF positions are available for this station. KT1793.The horizontal coordinates were established by GPS observations KT1793.and adjusted by the National Geodetic Survey in September 2005. KT1793.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT1793.DATUM ITEM on the data sheet items page. KT1793.The horizontal coordinates are valid at the epoch date displayed above. KT1793.The epoch date for horizontal control is a decimal equivalence KT1793.of Year/Month/Day. KT1793 KT1793.The orthometric height was determined by differential leveling KT1793.and adjusted by the National Geodetic Survey in June 1991. KT1793 KT1793.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT1793 KT1793.The Laplace correction was computed from DEFLEC99 derived deflections. KT1793 KT1793.The ellipsoidal height was determined by GPS observations KT1793.and is referenced to NAD 83. KT1793 KT1793.The geoid height was determined by GEOID03. KT1793 KT1793.The dynamic height is computed by dividing the NAVD 88 KT1793.geopotential number by the normal gravity value computed on the KT1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KT1793.degrees latitude (g = 980.6199 gals.). KT1793 KT1793.The modeled gravity was interpolated from observed gravity values. KT1793 KT1793; North East Units Scale Factor Converg. KT1793;SPC CA 2 - 723,803.320 1,846,380.183 MT 0.99996663 -1 07 43.9 KT1793;SPC CA 2 - 2,374,678.06 6,057,665.65 sFT 0.99996663 -1 07 43.9 KT1793;UTM 10 - 4,391,333.576 432,196.426 MT 0.99965660 -0 30 16.7 KT1793 KT1793! - Elev Factor x Scale Factor = Combined Factor KT1793!SPC CA 2 - 1.00000113 x 0.99996663 = 0.99996776 KT1793!UTM 10 - 1.00000113 x 0.99965660 = 0.99965773 KT1793 KT1793 SUPERSEDED SURVEY CONTROL KT1793 KT1793 NAD 83(1998)- 39 40 08.86408(N) 123 47 25.86885(W) AD(1998.50) A KT1793 ELLIP H (04/06/00) -7.20 (m) GP(1998.50) 3 1 KT1793 NAD 83(1992)- 39 40 08.85644(N) 123 47 25.86233(W) AD(1991.35) 1 KT1793 ELLIP H (08/24/94) -7.09 (m) GP(1991.35) 4 2 KT1793 NAVD 88 (04/06/00) 23.49 (m) 77.1 (f) LEVELING 3 KT1793 NGVD 29 (12/02/92) 22.592 (m) 74.12 (f) ADJUSTED 1 2 KT1793 KT1793.Superseded values are not recommended for survey control. KT1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1793.See file dsdata.txt to determine how the superseded data were derived. KT1793 KT1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3219691334(NAD 83) KT1793_MARKER: I = METAL ROD KT1793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KT1793_SP_SET: STAINLESS STEEL ROD KT1793_STAMPING: E 1436 1988 KT1793_MARK LOGO: NGS KT1793_PROJECTION: FLUSH KT1793_MAGNETIC: N = NO MAGNETIC MATERIAL KT1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT1793+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT1793_ROD/PIPE-DEPTH: 6.90 meters KT1793 KT1793 HISTORY - Date Condition Report By KT1793 HISTORY - 1988 MONUMENTED NGS KT1793 HISTORY - 1988 GOOD NGS KT1793 HISTORY - 19931202 GOOD CADT KT1793 HISTORY - 19940118 GOOD KT1793 HISTORY - 19980422 GOOD NGS KT1793 HISTORY - 20040416 GOOD COMPA KT1793 HISTORY - 20040831 GOOD CADT KT1793 HISTORY - 20050407 GOOD CADT KT1793 KT1793 STATION DESCRIPTION KT1793 KT1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KT1793'4.0 KM (2.50 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF KT1793'ABALONE STREET IN WESTPORT, 33.3 M (109.3 FT) EAST OF THE EAST CORNER KT1793'OF A RESTROOM, 23.3 M (76.4 FT) NORTHEAST OF THE CENTER OF A CAMPING KT1793'INFORMATION SIGN, 19.4 M (63.6 FT) WEST OF THE CENTERLINE OF THE KT1793'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND LEVEL KT1793'WITH THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A KT1793'5-INCH LOGO CAP. KT1793 KT1793 STATION RECOVERY (1988) KT1793 KT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KT1793'RECOVERED IN GOOD CONDITION. KT1793 KT1793 STATION RECOVERY (1993) KT1793 KT1793'RECOVERY NOTE BY CALTRANS 1993 KT1793'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. KT1793'$ KT1793'THE STATION IS LOCATED ON STATE HIGHWAY 1, ABOUT 13 MI (20.9 KM) KT1793'SOUTHWEST OF LEGGETT AND ABOUT 2.5 MI (4.0 KM) NORTH OF WESTPORT. KT1793'$ KT1793'TO REACH THE STATION FROM THE INTERSECTION OF ABALONE STREET WITH KT1793'HIGHWAY 1 IN WESTPORT, GO NORTH ON HIGHWAY 1 FOR 2.47 MI (3.97 KM) TO KT1793'WESTPORT-UNION LANDING STATE BEACH AND THE STATION ON THE LEFT AT KT1793'POST MILE 79.97, ABOUT 0.75 MI (1.21 KM) NORTH OF DE HAVEN CREEK KT1793'BRIDGE (NO. 10-138). KT1793'$ KT1793'THE STATION IS A STAINLESS STEEL ROD ENCASED IN PVC PIPE WITH ACCESS KT1793'COVER SET IN CONCRETE FLUSH WITH THE GROUND. THE DATUM POINT IS A KT1793'PUNCH MARK IN THE TOP OF THE ROD. IT IS ABOUT 0.47 MI (0.76 KM) SOUTH KT1793'OF THE ENTRANCE TO THE PARK, 109.3 FT (33.3 M) EAST OF THE EAST KT1793'CORNER OF A RESTROOM, 76.4 FT (23.3 M) NORTHEAST OF THE CENTER OF A KT1793'CAMPING INFORMATION SIGN, 63.6 FT (19.4 M) WEST OF THE CENTERLINE OF KT1793'THE HIGHWAY, 1.0 FT (0.3 M) EAST OF A WITNESS POST AND FENCE, AND KT1793'LEVEL WITH THE HIGHWAY. KT1793'$ KT1793'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT1793'SURVEY. KT1793 KT1793 STATION RECOVERY (1994) KT1793 KT1793'RECOVERED 1994 KT1793'RECOVERED IN GOOD CONDITION. KT1793 KT1793 STATION RECOVERY (1998) KT1793 KT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KT1793'RECOVERED AS DESCRIBED. KT1793 KT1793 STATION RECOVERY (2004) KT1793 KT1793'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ) KT1793'RECOVERED IN GOOD CONDITION. KT1793 KT1793 STATION RECOVERY (2004) KT1793 KT1793'RECOVERY NOTE BY CALTRANS 2004 KT1793'FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS OCCUPIED AS PART KT1793'OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION SURVEY OF 2004. KT1793' KT1793'MARK IS A STAINLESS STEEL ROD, CENTERPUNCHED. THIS AREA OF THE BEACH KT1793'IS CLOSED DUE TO BEACH EROSION, THE INFORMATION SIGN IS DOWN. (JML) KT1793 KT1793 STATION RECOVERY (2005) KT1793 KT1793'RECOVERY NOTE BY CALTRANS 2005 (GN) KT1793'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT1793'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT1793'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT1439 *********************************************************************** JT1439 DESIGNATION - E 630 JT1439 PID - JT1439 JT1439 STATE/COUNTY- CA/MENDOCINO JT1439 USGS QUAD - POINT ARENA (1978) JT1439 JT1439 *CURRENT SURVEY CONTROL JT1439 ___________________________________________________________________ JT1439* NAD 83(1998)- 38 57 06.06247(N) 123 44 15.45814(W) ADJUSTED JT1439* NAVD 88 - 20.39 (meters) 66.9 (feet) LEVELING JT1439 ___________________________________________________________________ JT1439 EPOCH DATE - 2004.69 JT1439 X - -2,758,454.328 (meters) COMP JT1439 Y - -4,130,249.151 (meters) COMP JT1439 Z - 3,988,139.676 (meters) COMP JT1439 LAPLACE CORR- 9.51 (seconds) DEFLEC99 JT1439 ELLIP HEIGHT- -11.88 (meters) (09/28/05) GPS OBS JT1439 GEOID HEIGHT- -32.19 (meters) GEOID03 JT1439 JT1439 HORZ ORDER - B JT1439 VERT ORDER - THIRD JT1439 ELLP ORDER - FOURTH CLASS I JT1439 JT1439.The horizontal coordinates were established by GPS observations JT1439.and adjusted by the National Geodetic Survey in September 2005. JT1439.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT1439.DATUM ITEM on the data sheet items page. JT1439.The horizontal coordinates are valid at the epoch date displayed above. JT1439.The epoch date for horizontal control is a decimal equivalence JT1439.of Year/Month/Day. JT1439 JT1439.The orthometric height was determined by differential leveling. JT1439.The vertical network tie was performed by a horz. field party for horz. JT1439.obs reductions. Reset procedures were used to establish the elevation. JT1439 JT1439.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT1439 JT1439.The Laplace correction was computed from DEFLEC99 derived deflections. JT1439 JT1439.The ellipsoidal height was determined by GPS observations JT1439.and is referenced to NAD 83. JT1439 JT1439.The geoid height was determined by GEOID03. JT1439 JT1439; North East Units Scale Factor Converg. JT1439;SPC CA 2 - 644,083.540 1,849,394.907 MT 0.99991735 -1 05 43.9 JT1439;SPC CA 2 - 2,113,130.75 6,067,556.46 sFT 0.99991735 -1 05 43.9 JT1439;UTM 10 - 4,311,673.588 436,083.771 MT 0.99965030 -0 27 49.4 JT1439 JT1439! - Elev Factor x Scale Factor = Combined Factor JT1439!SPC CA 2 - 1.00000186 x 0.99991735 = 0.99991921 JT1439!UTM 10 - 1.00000186 x 0.99965030 = 0.99965216 JT1439 JT1439 SUPERSEDED SURVEY CONTROL JT1439 JT1439 NAD 83(1992)- 38 57 06.04647(N) 123 44 15.44383(W) AD(1991.35) 1 JT1439 ELLIP H (08/24/94) -11.79 (m) GP(1991.35) 4 2 JT1439 NGVD 29 (??/??/92) 19.627 (m) 64.39 (f) ADJ UNCH 2 0 JT1439 JT1439.Superseded values are not recommended for survey control. JT1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT1439.See file dsdata.txt to determine how the superseded data were derived. JT1439 JT1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3608411674(NAD 83) JT1439_MARKER: DB = BENCH MARK DISK JT1439_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN JT1439+WITH SETTING: PAVEMENT JT1439_SP_SET: SET IN FOUNDATION JT1439_STAMPING: E 630 1942 JT1439_MARK LOGO: CGS JT1439_MAGNETIC: N = NO MAGNETIC MATERIAL JT1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JT1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT1439+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT1439 JT1439 HISTORY - Date Condition Report By JT1439 HISTORY - 1942 MONUMENTED CGS JT1439 HISTORY - 1964 GOOD NGS JT1439 HISTORY - 1984 GOOD NOS JT1439 HISTORY - 19930520 GOOD CADT JT1439 HISTORY - 19940113 GOOD JT1439 HISTORY - 20050407 GOOD CADT JT1439 JT1439 STATION DESCRIPTION JT1439 JT1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 JT1439'4.2 MI NW FROM POINT ARENA. JT1439'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POINT ARENA JT1439'ELEMENTARY SCHOOL AT POINT ARENA, THENCE 2.4 MILES NORTHWEST ALONG JT1439'THE POINT ARENA LIGHTHOUSE ROAD, 207 FEET NORTH OF THE ENTRANCE JT1439'GATE TO THE LIGHTHOUSE GROUNDS, AT THE SOUTHEAST ONE OF TWELVE JT1439'CONCRETE FOUNDATION BLOCKS THAT FORMERLY SUPPORTED THREE WATER JT1439'TANKS, 75 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.3 FEET JT1439'SOUTHWEST OF THE NORTHEAST CORNER OF THE 6-FOOT SQUARE BLOCK, JT1439'AND PROJECTING 0.3 FOOT ABOVE THE GROUND. JT1439 JT1439 STATION RECOVERY (1984) JT1439 JT1439'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (TWR) JT1439'THE STATION IS LOCATED ON THE GROUNDS OF THE POINT ARENA LIGHTHOUSE JT1439'STATION 2.6 MILES WEST SOUTHWEST OF THE TOWN OF MANCASTER. JT1439'TO REACH THE STATION FROM THE MANCHESTER POINT OFFICE, FOLLOW JT1439'CALIFORNIA HIGHWAY 1 SOUTH FOR 3.7 MILES TO THE INTERSECTION WITH JT1439'LIGHTHOUSE ROAD ON THE RIGHT. FOLLOW LIGHTHOUSE ROAD FOR 2.3 MILES TO JT1439'THE U.S. COAST GUARD LIGHT STATION. PASS THROUGH THE GATE AND FOLLOW JT1439'THE ROAD FOR 60 METERS. THE STATION IS 20 METERS TO THE LEFT JT1439'(SOUTHWEST) JT1439'THE STATION IS MARKED WITH A C GS BENCH MARK DISK STAMPED---E 630--- JT1439'CEMENTED INTO A DRILL HOLE IN A CONCRETE SLAB THAT IS 5 FEET SQUARE. JT1439'NO OTHER MARKS WERE SET. JT1439'DESCRIBED BY M.P.KOEHN. JT1439 JT1439 STATION RECOVERY (1993) JT1439 JT1439'RECOVERY NOTE BY CALTRANS 1993 JT1439'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JT1439'$ JT1439'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) SOUTH OF FORT BRAGG, JT1439'ABOUT 30 MI (48.3 KM) SOUTHWEST OF UKIAH, AND ABOUT 0.27 MI JT1439'(0.43 KM) SOUTHEAST OF THE LIGHTHOUSE AT POINT ARENA. JT1439'$ JT1439'TO REACH THE STATION FROM THE POINT ARENA ELEMENTARY SCHOOL ON STATE JT1439'HIGHWAY 1 AT MAIN STREET (POST MILE 15.23), GO NORTHWEST ON HIGHWAY 1 JT1439'FOR 1.77 MI (2.85 KM) TO POINT ARENA LIGHTHOUSE ROAD AT POST MILE JT1439'17.00. TURN LEFT AND GO NORTHWEST ON POINT ARENA LIGHTHOUSE ROAD FOR JT1439'2.4 MI (3.9 KM) TO THE STATION ON THE LEFT. JT1439'$ JT1439'THE STATION IS ABOUT 207 FT (63.1 M) NORTH OF THE ENTRANCE GATE TO THE JT1439'LIGHTHOUSE GROUNDS, SET IN THE ONLY REMAINING ONE OF TWELVE CONCRETE JT1439'FOUNDATION BLOCKS THAT FORMERLY SUPPORTED THREE WATER TANKS, 75 FT JT1439'(22.9 M) WEST OF THE CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) SOUTH OF JT1439'A WITNESS POST, AND 2.3 FT (0.7 M) SOUTHWEST OF THE NORTHWEST CORNER JT1439'OF THE 6-FT SQUARE BLOCK, AND PROJECTING 0.3 FT (9.1 CM) ABOVE THE JT1439'GROUND. JT1439'$ JT1439'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT1439'SURVEY. JT1439 JT1439 STATION RECOVERY (1994) JT1439 JT1439'RECOVERED 1994 JT1439'RECOVERED IN GOOD CONDITION. JT1439 JT1439 STATION RECOVERY (2005) JT1439 JT1439'RECOVERY NOTE BY CALTRANS 2005 (GN) JT1439'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT1439'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT1439'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT2846 *********************************************************************** JT2846 DESIGNATION - FOX 2 JT2846 PID - JT2846 JT2846 STATE/COUNTY- CA/MENDOCINO JT2846 USGS QUAD - GUALALA (1977) JT2846 JT2846 *CURRENT SURVEY CONTROL JT2846 ___________________________________________________________________ JT2846* NAD 83(1998)- 38 49 53.71316(N) 123 37 30.34207(W) ADJUSTED JT2846* NAVD 88 - 26.6 (meters) 87. (feet) GPS OBS JT2846 ___________________________________________________________________ JT2846 EPOCH DATE - 2004.69 JT2846 X - -2,754,975.011 (meters) COMP JT2846 Y - -4,142,633.140 (meters) COMP JT2846 Z - 3,977,766.585 (meters) COMP JT2846 LAPLACE CORR- 11.50 (seconds) DEFLEC99 JT2846 ELLIP HEIGHT- -5.59 (meters) (09/28/05) GPS OBS JT2846 GEOID HEIGHT- -32.12 (meters) GEOID03 JT2846 JT2846 HORZ ORDER - B JT2846 ELLP ORDER - FOURTH CLASS I JT2846 JT2846.The horizontal coordinates were established by GPS observations JT2846.and adjusted by the National Geodetic Survey in September 2005. JT2846.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT2846.DATUM ITEM on the data sheet items page. JT2846.The horizontal coordinates are valid at the epoch date displayed above. JT2846.The epoch date for horizontal control is a decimal equivalence JT2846.of Year/Month/Day. JT2846 JT2846.The orthometric height was determined by GPS observations and a JT2846.high-resolution geoid model. JT2846 JT2846.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT2846 JT2846.The Laplace correction was computed from DEFLEC99 derived deflections. JT2846 JT2846.The ellipsoidal height was determined by GPS observations JT2846.and is referenced to NAD 83. JT2846 JT2846.The geoid height was determined by GEOID03. JT2846 JT2846; North East Units Scale Factor Converg. JT2846;SPC CA 2 - 630,573.897 1,858,908.940 MT 0.99992438 -1 01 28.5 JT2846;SPC CA 2 - 2,068,807.86 6,098,770.41 sFT 0.99992438 -1 01 28.5 JT2846;UTM 10 - 4,298,273.466 445,743.613 MT 0.99963625 -0 23 31.1 JT2846 JT2846! - Elev Factor x Scale Factor = Combined Factor JT2846!SPC CA 2 - 1.00000088 x 0.99992438 = 0.99992526 JT2846!UTM 10 - 1.00000088 x 0.99963625 = 0.99963713 JT2846 JT2846: Primary Azimuth Mark Grid Az JT2846:SPC CA 2 - IVERSEN POINT RESET 311 34 56.5 JT2846:UTM 10 - IVERSEN POINT RESET 310 56 59.1 JT2846 JT2846|---------------------------------------------------------------------| JT2846| PID Reference Object Distance Geod. Az | JT2846| dddmmss.s | JT2846| DB3633 FOX 2 RM 1 34.240 METERS 01942 | JT2846| DB3634 FOX 2 RM 2 29.260 METERS 08023 | JT2846| JT2863 SAIL ROCK APPROX. 0.9 KM 2653457.1 | JT2846| JT2864 IVERSEN POINT RESET APPROX. 2.5 KM 3103328.0 | JT2846|---------------------------------------------------------------------| JT2846 JT2846 SUPERSEDED SURVEY CONTROL JT2846 JT2846 NAD 83(1992)- 38 49 53.68195(N) 123 37 30.32899(W) AD(1991.35) 3 JT2846 NAD 83(1986)- 38 49 53.71270(N) 123 37 30.29910(W) AD(1984.00) 3 JT2846 NAD 27 - 38 49 54.03100(N) 123 37 26.25900(W) AD( ) 3 JT2846 JT2846.Superseded values are not recommended for survey control. JT2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT2846.See file dsdata.txt to determine how the superseded data were derived. JT2846 JT2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH4574498273(NAD 83) JT2846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION JT2846_SETTING: 80 = SET IN A BOULDER JT2846_SP_SET: IN A DRILL HOLE IN ROCK LEDGE JT2846_MAGNETIC: N = NO MAGNETIC MATERIAL JT2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT2846+STABILITY: SURFACE MOTION JT2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT2846+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT2846 JT2846 HISTORY - Date Condition Report By JT2846 HISTORY - 1930 MONUMENTED CGS JT2846 HISTORY - 1939 SEE DESCRIPTION CGS JT2846 HISTORY - 1964 SEE DESCRIPTION CGS JT2846 HISTORY - 20050407 GOOD CADT JT2846 JT2846 STATION DESCRIPTION JT2846 JT2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JHB) JT2846'STATION IS ON A FAIRLY PROMINENT POINT ABOUT MIDWAY BETWEEN JT2846'HAVENS NECK AND IVERSEN POINT AND ABOUT 1/2 MILE N OF MC NAMEES JT2846'STORE, ALSO ABOUT 1/2 MILE SE OF A PROMINENT ROCK KNOWN AS JT2846'SAIL ROCK. JT2846' JT2846'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED JT2846'IN DRILL HOLES IN BOULDERS AS DESCRIBED IN NOTES 4 AND 12C. JT2846' JT2846'STATION IS ABOUT 150 METERS W OF A GROUP OF OLD RANCH BUILDINGS JT2846'ON THE W SIDE OF HIGHWAY, ABOUT 25 FEET E OF THE POINT AND JT2846'ABOUT 25 FEET N OF EDGE OF BLUFF ON THE S SIDE OF POINT. JT2846 JT2846 STATION RECOVERY (1939) JT2846 JT2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (IER) JT2846'STATION RECOVERED AS DESCRIBED. IT IS ON A FAIRLY PROMINENT JT2846'POINT ABOUT MIDWAY BETWEEN HAVENS NECK AND IVERSEN POINT AND JT2846'ABOUT 1/2 MILE N OF MC NAMEES STORE, ALSO ABOUT 1/2 MILE SE OF A JT2846'PROMINENT ROCK KNOWN AS SAIL ROCK. JT2846' JT2846'STATION IS ABOUT 150 METERS W OF A GROUP OF OLD RANCH BUILDINGS JT2846'ON THE W SIDE OF HIGHWAY, ABOUT 25 FEET E OF THE POINT AND ABOUT JT2846'25 FEET N OF EDGE OF BLUFF ON THE S SIDE OF POINT. STATION JT2846'IS 7.2 MILES S OF THE POINT ARENA POST OFFICE BY HIGHWAY. JT2846 JT2846 STATION RECOVERY (1964) JT2846 JT2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHS) JT2846'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED JT2846'IN GOOD CONDITION. REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED JT2846'BY EROSION OF THE BLUFF IT WAS NEAR. THE REFERENCE MARKS WERE JT2846'FOUND TO HAVE BEEN TRANSPOSED IN THE 1930 DESCRIPTION. A JT2846'COMPLETE DESCRIPTION FOLLOWS-- JT2846' JT2846'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF A FAIRLY JT2846'LEVEL, GRASSY POINT OVERLOOKING THE OCEAN TO THE SOUTHWEST, JT2846'ABOUT 2 MILES NORTHWEST OF HAVENS NECK, 1-1/2 MILES SOUTHEAST JT2846'OF IVERSEN POINT, 1/2 MILE EAST OF SAIL ROCK, AND ABOUT 150 JT2846'YARDS SOUTHWEST OF STATE HIGHWAY 1. JT2846' JT2846'TO REACH THE STATION FROM THE POINT ARENA ELEMENTARY SCHOOL JT2846'AT POINT ARENA GO SOUTHEAST ON STATE HIGHWAY 1 FOR 7.3 MILES JT2846'TO THE STATION ON THE RIGHT. JT2846' JT2846'THE STATION MARK IS A COAST AND GEODETIC SURVEY TRIANGULATION JT2846'STATION DISK STAMPED FOX 2 1930 CEMENTED IN A DRILL HOLE IN THE JT2846'TOP OF A FLAT BOULDER FLUSH WITH THE GROUND, 30 FEET NORTHEAST JT2846'OF THE END OF THE POINT, 19 FEET SOUTHEAST OF THE NORTHWEST JT2846'EDGE OF THE BLUFF, 15 FEET NORTH OF THE SOUTH EDGE OF THE JT2846'BLUFF, AND 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST. JT2846' JT2846'REFERENCE MARK NUMBER 1 IS A COAST AND GEODETIC SURVEY REFERENCE JT2846'MARK DISK STAMPED FOX 2 NO 1 1930 CEMENTED IN A DRILL HOLE IN THE JT2846'TOP OF A BOULDER PROJECTING 18 INCHES ABOVE THE GROUND, 18 FEET JT2846'NORTHEAST OF THE EDGE OF THE BLUFF, AND ABOUT THE SAME ELEVATION JT2846'AS THE STATION MARK. JT2846 JT2846 STATION RECOVERY (2005) JT2846 JT2846'RECOVERY NOTE BY CALTRANS 2005 (GN) JT2846'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT2846'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT2846'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2276 *********************************************************************** KT2276 DESIGNATION - HPGN CA 01 03 KT2276 PID - KT2276 KT2276 STATE/COUNTY- CA/MENDOCINO KT2276 USGS QUAD - ALBION (1960) KT2276 KT2276 *CURRENT SURVEY CONTROL KT2276 ___________________________________________________________________ KT2276* NAD 83(1998)- 39 12 38.87304(N) 123 46 05.18460(W) ADJUSTED KT2276* NAVD 88 - 79.00 (meters) 259.2 (feet) LEVELING KT2276 ___________________________________________________________________ KT2276 EPOCH DATE - 2004.69 KT2276 X - -2,750,596.769 (meters) COMP KT2276 Y - -4,113,744.071 (meters) COMP KT2276 Z - 4,010,506.843 (meters) COMP KT2276 LAPLACE CORR- 9.89 (seconds) DEFLEC99 KT2276 ELLIP HEIGHT- 47.41 (meters) (09/28/05) GPS OBS KT2276 GEOID HEIGHT- -31.49 (meters) GEOID03 KT2276 KT2276 HORZ ORDER - B KT2276 VERT ORDER - THIRD KT2276 ELLP ORDER - FOURTH CLASS I KT2276 KT2276.The horizontal coordinates were established by GPS observations KT2276.and adjusted by the National Geodetic Survey in September 2005. KT2276.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2276.DATUM ITEM on the data sheet items page. KT2276.The horizontal coordinates are valid at the epoch date displayed above. KT2276.The epoch date for horizontal control is a decimal equivalence KT2276.of Year/Month/Day. KT2276 KT2276.The orthometric height was determined by differential leveling. KT2276.The vertical network tie was performed by a horz. field party for horz. KT2276.obs reductions. Reset procedures were used to establish the elevation. KT2276 KT2276.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2276 KT2276.The Laplace correction was computed from DEFLEC99 derived deflections. KT2276 KT2276.The ellipsoidal height was determined by GPS observations KT2276.and is referenced to NAD 83. KT2276 KT2276.The geoid height was determined by GEOID03. KT2276 KT2276; North East Units Scale Factor Converg. KT2276;SPC CA 2 - 672,892.693 1,847,313.070 MT 0.99991709 -1 06 53.0 KT2276;SPC CA 2 - 2,207,648.78 6,060,726.30 sFT 0.99991709 -1 06 53.0 KT2276;UTM 10 - 4,340,450.509 433,685.685 MT 0.99965415 -0 29 08.1 KT2276 KT2276! - Elev Factor x Scale Factor = Combined Factor KT2276!SPC CA 2 - 0.99999256 x 0.99991709 = 0.99990965 KT2276!UTM 10 - 0.99999256 x 0.99965415 = 0.99964671 KT2276 KT2276 SUPERSEDED SURVEY CONTROL KT2276 KT2276 NAD 83(1986)- 39 12 38.85141(N) 123 46 05.16629(W) AD(1984.00) 1 KT2276 NAD 83(1992)- 39 12 38.85925(N) 123 46 05.17062(W) AD(1991.35) B KT2276 ELLIP H (05/15/92) 47.53 (m) GP(1991.35) 4 2 KT2276 NGVD 29 (07/17/97) 78.2 (m) 257. (f) GPS OBS KT2276 KT2276.Superseded values are not recommended for survey control. KT2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2276.See file dsdata.txt to determine how the superseded data were derived. KT2276 KT2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3368640451(NAD 83) KT2276_MARKER: DD = SURVEY DISK KT2276_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KT2276_SP_SET: ALUMINUM ALLOY ROD KT2276_STAMPING: HPGN-CALIF. STA. 01-03 1991 KT2276_MARK LOGO: CADT KT2276_PROJECTION: FLUSH KT2276_MAGNETIC: N = NO MAGNETIC MATERIAL KT2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2276+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 KT2276_ROD/PIPE-DEPTH: 3.20 meters KT2276 KT2276 HISTORY - Date Condition Report By KT2276 HISTORY - 1991 MONUMENTED CADT KT2276 HISTORY - 19910704 GOOD NGS KT2276 HISTORY - 19930217 GOOD CADT KT2276 HISTORY - 19940114 GOOD KT2276 HISTORY - 19940426 GOOD NGS KT2276 HISTORY - 19960306 GOOD NGS KT2276 HISTORY - 19960308 GOOD NGS KT2276 HISTORY - 20040901 GOOD NGS KT2276 KT2276 STATION DESCRIPTION KT2276 KT2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KT2276'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHERLY OF ALBION AND KT2276'AT THE TOP OF THE CUT BANK ON THE EASTERLY SIDE OF THE HIGHWAY. KT2276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND ALBION KT2276'RIDGE ROAD, GO SOUTHERLY ON HIGHWAY 1 FOR 0.87 MI (1.40 KM) TO A ROAD KT2276'APPROACH ON THE LEFT AT POST MILE 42.68. WALK NORTHERLY UP THE CUT KT2276'ALONG THE RIGHT-OF-WAY FENCE FOR ABOUT 360 FT (109.7 M) TO THE TOP OF KT2276'THE CUT AND THE STATION. KT2276'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KT2276'ACCESS COVER. LOCATED 7.5 FT (2.3 M) WESTERLY OF THE RIGHT-OF-WAY KT2276'FENCE AND 3 FT (0.9 M) WESTERLY OF A FIBERGLASS WITNESS POST. KT2276 KT2276 STATION RECOVERY (1993) KT2276 KT2276'RECOVERY NOTE BY CALTRANS 1993 KT2276'RECOVERED IN GOOD CONDITION. KT2276 KT2276 STATION RECOVERY (1994) KT2276 KT2276'RECOVERED 1994 KT2276'RECOVERED IN GOOD CONDITION. KT2276 KT2276 STATION RECOVERY (1994) KT2276 KT2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KT2276'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF ALBION AND AT KT2276'THE TOP OF A CUT BANK ON THE EAST SIDE OF THE HIGHWAY. TO REACH THE KT2276'STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND ALBION RIDGE ROAD, GO KT2276'SOUTHERLY ON HIGHWAY 1 FOR 0.87 MI (1.40 KM) TO A ROAD APPROACH ON THE KT2276'LEFT AT POST MILE 42.68. WALK NORTHERLY UP THE CUT ALONG THE KT2276'RIGHT-OF-WAY FENCE FOR ABOUT 110 M (360.9 FT) TO THE TOP OF THE CUT KT2276'AND THE STATION. THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 KT2276'INCH ALUMINUM ACCESS COVER. LOCATED 2.3 M (7.5 FT) WEST OF THE KT2276'RIGHT-OF-WAY FENCE AND 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS KT2276'POST. KT2276 KT2276 STATION RECOVERY (1996) KT2276 KT2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF) KT2276'RECOVERED AS DESCRIBED. KT2276 KT2276 STATION RECOVERY (1996) KT2276 KT2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF) KT2276'RECOVERED AS DESCRIBED. KT2276 KT2276 STATION RECOVERY (2004) KT2276 KT2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GN) KT2276'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2277 *********************************************************************** KT2277 FBN - This is a Federal Base Network Control Station. KT2277 DESIGNATION - HPGN CA 01 04 KT2277 PID - KT2277 KT2277 STATE/COUNTY- CA/MENDOCINO KT2277 USGS QUAD - COVELO EAST (1994) KT2277 KT2277 *CURRENT SURVEY CONTROL KT2277 ___________________________________________________________________ KT2277* NAD 83(1998)- 39 47 43.46550(N) 123 12 03.42004(W) ADJUSTED KT2277* NAVD 88 - 411.1 (meters) 1349. (feet) GPS OBS KT2277 ___________________________________________________________________ KT2277 EPOCH DATE - 2004.69 KT2277 X - -2,687,273.953 (meters) COMP KT2277 Y - -4,106,436.438 (meters) COMP KT2277 Z - 4,060,802.165 (meters) COMP KT2277 LAPLACE CORR- 6.24 (seconds) DEFLEC99 KT2277 ELLIP HEIGHT- 381.96 (meters) (09/13/05) GPS OBS KT2277 GEOID HEIGHT- -29.02 (meters) GEOID03 KT2277 KT2277 HORZ ORDER - A KT2277 VERT ORDER - THIRD (See Below) KT2277 ELLP ORDER - FOURTH CLASS I KT2277 KT2277.ITRF positions are available for this station. KT2277.The horizontal coordinates were established by GPS observations KT2277.and adjusted by the National Geodetic Survey in September 2005. KT2277.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2277.DATUM ITEM on the data sheet items page. KT2277.The horizontal coordinates are valid at the epoch date displayed above. KT2277.The epoch date for horizontal control is a decimal equivalence KT2277.of Year/Month/Day. KT2277 KT2277.The orthometric height was determined by GPS observations and a KT2277.high-resolution geoid model. KT2277.The vertical order pertains to the NGVD 29 superseded value. KT2277 KT2277.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2277 KT2277.The Laplace correction was computed from DEFLEC99 derived deflections. KT2277 KT2277.The ellipsoidal height was determined by GPS observations KT2277.and is referenced to NAD 83. KT2277 KT2277.The geoid height was determined by GEOID03. KT2277 KT2277; North East Units Scale Factor Converg. KT2277;SPC CA 2 - 736,989.693 1,897,144.697 MT 0.99999156 -0 45 25.8 KT2277;SPC CA 2 - 2,417,940.35 6,224,215.56 sFT 0.99999156 -0 45 25.8 KT2277;UTM 10 - 4,405,069.118 482,795.878 MT 0.99960364 -0 07 43.0 KT2277 KT2277! - Elev Factor x Scale Factor = Combined Factor KT2277!SPC CA 2 - 0.99994008 x 0.99999156 = 0.99993164 KT2277!UTM 10 - 0.99994008 x 0.99960364 = 0.99954374 KT2277 KT2277 SUPERSEDED SURVEY CONTROL KT2277 KT2277 NAD 83(1998)- 39 47 43.46370(N) 123 12 03.41702(W) AD(1998.50) A KT2277 ELLIP H (04/06/00) 381.96 (m) GP(1998.50) 3 1 KT2277 NAD 83(1986)- 39 47 43.45226(N) 123 12 03.40890(W) AD(1984.00) 1 KT2277 NAD 83(1992)- 39 47 43.46067(N) 123 12 03.41191(W) AD(1991.35) B KT2277 ELLIP H (05/15/92) 382.17 (m) GP(1991.35) 4 2 KT2277 NGVD 29 (??/??/??) 410.53 (m) 1346.9 (f) N HEIGHT 3 KT2277 KT2277.Superseded values are not recommended for survey control. KT2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2277.See file dsdata.txt to determine how the superseded data were derived. KT2277 KT2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK8279605069(NAD 83) KT2277_MARKER: DD = SURVEY DISK KT2277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KT2277_SP_SET: ALUMINUM ALLOY ROD KT2277_STAMPING: HPGN-CALIF. STA. 01-04 1991 KT2277_MARK LOGO: CADT KT2277_PROJECTION: FLUSH KT2277_MAGNETIC: N = NO MAGNETIC MATERIAL KT2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2277+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2277_ROD/PIPE-DEPTH: 9.14 meters KT2277 KT2277 HISTORY - Date Condition Report By KT2277 HISTORY - 1991 MONUMENTED CADT KT2277 HISTORY - 19910703 GOOD NGS KT2277 HISTORY - 19931216 GOOD CADT KT2277 HISTORY - 19940118 GOOD KT2277 HISTORY - 19940426 GOOD NGS KT2277 HISTORY - 19940727 GOOD NGS KT2277 HISTORY - 19960101 GOOD WOOLPT KT2277 HISTORY - 20040901 GOOD CADT KT2277 HISTORY - 20050407 GOOD CADT KT2277 KT2277 STATION DESCRIPTION KT2277 KT2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KT2277'THE STATION IS LOCATED IN ROUND VALLEY ABOUT 2.5 MI (4.0 KM) EAST OF KT2277'COVELO. KT2277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 (POST MILE KT2277'29.25) AND EAST LANE IN COVELO, GO EAST ON EAST LANE FOR 2.5 MI KT2277'(4.0 KM) TO SHORT CREEK ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON KT2277'SHORT CREEK ROAD FOR 355 FT (108.2 M) TO THE STATION ON THE LEFT. THE KT2277'STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM ACCESS KT2277'COVER. LOCATED 22.5 FT (6.9 M) WEST OF THE CENTERLINE OF SHORT CREEK KT2277'ROAD AND 2 FT (0.6 M) EAST OF THE FENCE AND A FIBERGLASS WITNESS KT2277'POST. KT2277 KT2277 STATION RECOVERY (1993) KT2277 KT2277'RECOVERY NOTE BY CALTRANS 1993 KT2277'RECOVERED IN GOOD CONDITION. KT2277 KT2277 STATION RECOVERY (1994) KT2277 KT2277'RECOVERED 1994 KT2277'RECOVERED IN GOOD CONDITION. KT2277 KT2277 STATION RECOVERY (1994) KT2277 KT2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KT2277'THE STATION IS LOCATED IN ROUND VALLEY, ABOUT 2.5 MI (4.0 KM) EAST OF KT2277'COVELO. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 KT2277'(POST MILE 29.25) AND EAST LANE IN COVELO, GO EAST ON EAST LANE FOR KT2277'2.5 MI (4.0 KM) TO SHORT CREEK ROAD ON THE LEFT. TURN LEFT AND GO KT2277'NORTH ON SHORT CREEK ROAD FOR 108.2 M (355.0 FT) TO THE STATION ON THE KT2277'LEFT. THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KT2277'ACCESS COVER. LOCATED 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF SHORT KT2277'CREEK ROAD AND 0.6 M (2.0 FT) EAST OF A FENCE AND FIBERGLASS WITNESS KT2277'POST. KT2277 KT2277 STATION RECOVERY (1994) KT2277 KT2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CSM) KT2277'THE STATION IS LOCATED IN ROUND VALLEY, ABOUT 2.5 MI (4.0 KM) EAST OF KT2277'COVELO. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 162 KT2277'(POST MILE 29.25) AND EAST LANE IN COVELO, GO EAST ON EAST LANE FOR KT2277'2.5 MI (4.0 KM) TO SHORT CREEK ROAD ON THE LEFT. TURN LEFT AND GO KT2277'NORTH ON SHORT CREEK ROAD FOR 108.2 M (355.0 FT) TO THE STATION ON THE KT2277'LEFT. THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH KT2277'ALUMINUM ACCESS COVER. LOCATED 6.9 M (22.6 FT) WEST OF THE CENTERLINE KT2277'OF SHORT CREEK ROAD AND 0.6 M (2.0 FT) EAST OF A FENCE AND FIBERGLASS KT2277'WITNESS POST. KT2277 KT2277 STATION RECOVERY (1996) KT2277 KT2277'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 KT2277'GOOD. KT2277 KT2277 STATION RECOVERY (2004) KT2277 KT2277'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2277'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE KT2277'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. KT2277 KT2277 STATION RECOVERY (2005) KT2277 KT2277'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2277'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2277'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2277'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2282 *********************************************************************** KT2282 DESIGNATION - HPGN CA 01 05 KT2282 PID - KT2282 KT2282 STATE/COUNTY- CA/MENDOCINO KT2282 USGS QUAD - HALES GROVE (1994) KT2282 KT2282 *CURRENT SURVEY CONTROL KT2282 ___________________________________________________________________ KT2282* NAD 83(1998)- 39 46 36.96271(N) 123 50 06.76924(W) ADJUSTED KT2282* NAVD 88 - 86.7 (meters) 284. (feet) GPS OBS KT2282 ___________________________________________________________________ KT2282 EPOCH DATE - 2004.69 KT2282 X - -2,733,157.984 (meters) COMP KT2282 Y - -4,077,319.601 (meters) COMP KT2282 Z - 4,059,017.442 (meters) COMP KT2282 LAPLACE CORR- 11.26 (seconds) DEFLEC99 KT2282 ELLIP HEIGHT- 56.06 (meters) (09/28/05) GPS OBS KT2282 GEOID HEIGHT- -30.57 (meters) GEOID03 KT2282 KT2282 HORZ ORDER - B KT2282 ELLP ORDER - FOURTH CLASS I KT2282 KT2282.The horizontal coordinates were established by GPS observations KT2282.and adjusted by the National Geodetic Survey in September 2005. KT2282.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2282.DATUM ITEM on the data sheet items page. KT2282.The horizontal coordinates are valid at the epoch date displayed above. KT2282.The epoch date for horizontal control is a decimal equivalence KT2282.of Year/Month/Day. KT2282 KT2282.The orthometric height was determined by GPS observations and a KT2282.high-resolution geoid model. KT2282 KT2282.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2282 KT2282.The Laplace correction was computed from DEFLEC99 derived deflections. KT2282 KT2282.The ellipsoidal height was determined by GPS observations KT2282.and is referenced to NAD 83. KT2282 KT2282.The geoid height was determined by GEOID03. KT2282 KT2282; North East Units Scale Factor Converg. KT2282;SPC CA 2 - 735,846.466 1,842,787.909 MT 0.99998761 -1 09 25.4 KT2282;SPC CA 2 - 2,414,189.61 6,045,880.00 sFT 0.99998761 -1 09 25.4 KT2282;UTM 10 - 4,403,333.117 428,474.504 MT 0.99966298 -0 32 03.8 KT2282 KT2282! - Elev Factor x Scale Factor = Combined Factor KT2282!SPC CA 2 - 0.99999121 x 0.99998761 = 0.99997882 KT2282!UTM 10 - 0.99999121 x 0.99966298 = 0.99965419 KT2282 KT2282 SUPERSEDED SURVEY CONTROL KT2282 KT2282 NAD 83(1992)- 39 46 36.94968(N) 123 50 06.75578(W) AD(1991.35) 1 KT2282 ELLIP H (08/24/94) 56.19 (m) GP(1991.35) 4 2 KT2282 NAD 83(1986)- 39 46 36.94172(N) 123 50 06.74847(W) AD(1984.00) 1 KT2282 NAD 83(1992)- 39 46 36.94945(N) 123 50 06.75180(W) AD(1991.35) B KT2282 ELLIP H (05/15/92) 56.31 (m) GP(1991.35) 4 2 KT2282 KT2282.Superseded values are not recommended for survey control. KT2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2282.See file dsdata.txt to determine how the superseded data were derived. KT2282 KT2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK2847503333(NAD 83) KT2282_MARKER: DD = SURVEY DISK KT2282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KT2282_SP_SET: ALUMINUM ALLOY ROD KT2282_STAMPING: HPGN-CALIF. STA. 01-05 1991 KT2282_MARK LOGO: CADT KT2282_PROJECTION: FLUSH KT2282_MAGNETIC: N = NO MAGNETIC MATERIAL KT2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2282+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2282_ROD/PIPE-DEPTH: 6.40 meters KT2282 KT2282 HISTORY - Date Condition Report By KT2282 HISTORY - 1991 MONUMENTED CADT KT2282 HISTORY - 19910703 GOOD NGS KT2282 HISTORY - 19931025 GOOD CADT KT2282 HISTORY - 19931108 GOOD CADT KT2282 HISTORY - 19940118 GOOD KT2282 HISTORY - 19940429 GOOD NGS KT2282 HISTORY - 19960101 SEE DESCRIPTION WOOLPT KT2282 HISTORY - 20050407 GOOD CADT KT2282 KT2282 STATION DESCRIPTION KT2282 KT2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KT2282'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTH OF WESTPORT, IN KT2282'THE TOP OF A BARE RIDGE BETWEEN THE HIGHWAY AND THE PACIFIC OCEAN AND KT2282'ABOUT 1200 FT (365.8 M) WEST OF THE HIGHWAY. KT2282'TO REACH THE STATION FROM ROCKPORT, GO NORTH ON STATE HIGHWAY 1 FOR KT2282'13.2 MI (21.2 KM) TO POST MILE 90.88 AND THE USAL ROAD (COUNTY ROAD KT2282'431) ON THE LEFT. TURN LEFT AND GO WESTERLY ON THE USAL ROAD FOR KT2282'0.45 MI (0.72 KM) TO A SADDLE ON THE RIGHT. WALK SOUTH ALONG THE KT2282'RIDGE 115 FT (35.1 M) TO THE STATION ON THE CREST AND IN THE EYE OF KT2282'A HAIRPIN TURN IN THE ROAD. KT2282'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KT2282'ACCESS COVER. LOCATED 3 FT (0.9 M) NORTH OF A WITNESS POST. KT2282 KT2282 STATION RECOVERY (1993) KT2282 KT2282'RECOVERY NOTE BY CALTRANS 1993 (DSC) KT2282'RECOVERED AS DESCRIBED. KT2282 KT2282 STATION RECOVERY (1993) KT2282 KT2282'RECOVERY NOTE BY CALTRANS 1993 KT2282'RECOVERED IN GOOD CONDITION. KT2282 KT2282 STATION RECOVERY (1994) KT2282 KT2282'RECOVERED 1994 KT2282'RECOVERED IN GOOD CONDITION. KT2282 KT2282 STATION RECOVERY (1994) KT2282 KT2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KT2282'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTH OF WESTPORT, IN KT2282'THE TOP OF A BARE RIDGE BETWEEN THE HIGHWAY AND THE PACIFIC OCEAN AND KT2282'ABOUT 366 M (1200.8 FT) WEST OF THE HIGHWAY. TO REACH THE STATION FROM KT2282'ROCKPORT, GO NORTH ON STATE HIGHWAY 1 FOR 13.2 MI (21.2 KM) TO POST KT2282'MILE 90.88 AND USAL ROAD (COUNTY ROAD 431) ON THE LEFT. TURN LEFT AND KT2282'GO WESTERLY ON USAL ROAD FOR 0.45 MI (0.72 KM) TO A SADDLE ON THE KT2282'RIGHT. WALK SOUTH ALONG THE RIDGE FOR 35.1 M (115.2 FT) TO THE KT2282'STATION ON THE CREST AND IN THE EYE OF A HAIRPIN TURN IN THE ROAD. THE KT2282'STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM ACCESS KT2282'COVER. LOCATED 0.9 M (3.0 FT) NORTH OF A WITNESS POST. KT2282 KT2282 STATION RECOVERY (1996) KT2282 KT2282'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 KT2282'RECOVERED AS GOOD. KT2282 KT2282 STATION RECOVERY (2005) KT2282 KT2282'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2282'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2282'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2282'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9561 *********************************************************************** JT9561 DESIGNATION - HPGN CA 01 14 JT9561 PID - JT9561 JT9561 STATE/COUNTY- CA/MENDOCINO JT9561 USGS QUAD - POINT ARENA (1978) JT9561 JT9561 *CURRENT SURVEY CONTROL JT9561 ___________________________________________________________________ JT9561* NAD 83(1998)- 38 53 27.08119(N) 123 40 45.13373(W) ADJUSTED JT9561* NAVD 88 - 64.00 (meters) 210.0 (feet) LEVELING JT9561 ___________________________________________________________________ JT9561 EPOCH DATE - 2004.69 JT9561 X - -2,756,612.815 (meters) COMP JT9561 Y - -4,136,618.399 (meters) COMP JT9561 Z - 3,982,913.379 (meters) COMP JT9561 LAPLACE CORR- 10.75 (seconds) DEFLEC99 JT9561 ELLIP HEIGHT- 31.79 (meters) (09/28/05) GPS OBS JT9561 GEOID HEIGHT- -32.12 (meters) GEOID03 JT9561 JT9561 HORZ ORDER - B JT9561 VERT ORDER - THIRD JT9561 ELLP ORDER - FOURTH CLASS I JT9561 JT9561.The horizontal coordinates were established by GPS observations JT9561.and adjusted by the National Geodetic Survey in September 2005. JT9561.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9561.DATUM ITEM on the data sheet items page. JT9561.The horizontal coordinates are valid at the epoch date displayed above. JT9561.The epoch date for horizontal control is a decimal equivalence JT9561.of Year/Month/Day. JT9561 JT9561.The orthometric height was determined by differential leveling. JT9561.The vertical network tie was performed by a horz. field party for horz. JT9561.obs reductions. Reset procedures were used to establish the elevation. JT9561 JT9561.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9561 JT9561.The Laplace correction was computed from DEFLEC99 derived deflections. JT9561 JT9561.The ellipsoidal height was determined by GPS observations JT9561.and is referenced to NAD 83. JT9561 JT9561.The geoid height was determined by GEOID03. JT9561 JT9561; North East Units Scale Factor Converg. JT9561;SPC CA 2 - 637,237.275 1,854,333.289 MT 0.99992037 -1 03 31.3 JT9561;SPC CA 2 - 2,090,669.29 6,083,758.47 sFT 0.99992037 -1 03 31.3 JT9561;UTM 10 - 4,304,884.063 441,096.006 MT 0.99964272 -0 25 35.2 JT9561 JT9561! - Elev Factor x Scale Factor = Combined Factor JT9561!SPC CA 2 - 0.99999501 x 0.99992037 = 0.99991538 JT9561!UTM 10 - 0.99999501 x 0.99964272 = 0.99963773 JT9561 JT9561 SUPERSEDED SURVEY CONTROL JT9561 JT9561 NAD 83(1986)- 38 53 27.05530(N) 123 40 45.11888(W) AD(1984.00) 1 JT9561 NAD 83(1992)- 38 53 27.06512(N) 123 40 45.11930(W) AD(1991.35) B JT9561 ELLIP H (05/15/92) 31.91 (m) GP(1991.35) 4 2 JT9561 NAVD 88 (05/15/92) 64.00 (m) 210.0 (f) LEVELING 3 JT9561 NGVD 29 (??/??/??) 63.23 (m) 207.4 (f) N HEIGHT 3 JT9561 JT9561.Superseded values are not recommended for survey control. JT9561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9561.See file dsdata.txt to determine how the superseded data were derived. JT9561 JT9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4109604884(NAD 83) JT9561_MARKER: DD = SURVEY DISK JT9561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JT9561+WITH SETTING: INFORMATION. JT9561_SP_SET: ALUMINUM ALLOY ROD JT9561_STAMPING: HPGN-CALIF. STA. 01-14 1991 JT9561_MARK LOGO: CADT JT9561_PROJECTION: FLUSH JT9561_MAGNETIC: N = NO MAGNETIC MATERIAL JT9561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9561+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9561_ROD/PIPE-DEPTH: 1.00 meters JT9561 JT9561 HISTORY - Date Condition Report By JT9561 HISTORY - 1991 MONUMENTED CADT JT9561 HISTORY - 19910627 GOOD NGS JT9561 HISTORY - 19920611 GOOD JT9561 HISTORY - 19931108 GOOD CADT JT9561 HISTORY - 19940113 GOOD JT9561 HISTORY - 19940127 GOOD NGS JT9561 HISTORY - 20050407 GOOD CADT JT9561 JT9561 STATION DESCRIPTION JT9561 JT9561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JT9561'THE STATION IS LOCATED ABOUT 1.75 MI (2.82 KM) FROM THE ELEMENTARY JT9561'SCHOOL IN POINT ARENA. JT9561'TO REACH THE STATION FROM THE SCHOOL ON STATE HIGHWAY 1 IN POINT JT9561'ARENA, GO SOUTHEAST FOR 1.75 MI (2.82 KM) TO POST MILE 13.53 AND THE JT9561'STATION ON THE LEFT. JT9561'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM JT9561'ACCESS COVER. LOCATED 235 FT (71.6 M) SOUTH OF CGS BENCH MARK Q 207 JT9561'1935, 14.5 FT (4.4 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FT JT9561'(1.2 M) EAST OF THE EAST EDGE OF THE PAVEMENT AND 1.0 FT (0.3 M) WEST JT9561'OF A WIRE RIGHT-OF-WAY FENCE AND FIBERGLASS WITNESS POST. JT9561'(AN ALUMINUM ALLOY ROD) JT9561 JT9561 STATION RECOVERY (1992) JT9561 JT9561'RECOVERED 1992 JT9561'RECOVERED IN GOOD CONDITION. JT9561 JT9561 STATION RECOVERY (1993) JT9561 JT9561'RECOVERY NOTE BY CALTRANS 1993 JT9561'RECOVERED IN GOOD CONDITION. JT9561 JT9561 STATION RECOVERY (1994) JT9561 JT9561'RECOVERED 1994 JT9561'RECOVERED IN GOOD CONDITION. JT9561 JT9561 STATION RECOVERY (1994) JT9561 JT9561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) JT9561'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) SOUTH FROM THE ELEMENTARY JT9561'SCHOOL IN POINT ARENA ALONG STATE HIGHWAY 1. OWNERSHIP--CALIFORNIA JT9561'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE ELEMENTARY SCHOOL IN JT9561'POINT ARENA ON STATE HIGHWAY 1, GO SOUTHEAST ON HWY 1 FOR 2.8 KM (1.7 JT9561'MI) TO POST MILE 13.53 AND THE STATION ON THE LEFT. STATION MARK IS A JT9561'CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH JT9561'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 4.4 JT9561'M (14.4 FT) EAST OF, AND LEVEL WITH, THE CENTER OF HWY 1, 1.2 M (3.9 JT9561'FT) EAST OF THE EASTERN EDGE OF THE PAVEMENT, 71.6 M (234.9 FT) SOUTH JT9561'OF CGS BM Q 207 1935, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS JT9561'POST IN A WIRE RIGHT-OF-WAY FENCE. JT9561 JT9561 STATION RECOVERY (2005) JT9561 JT9561'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9561'THE STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET ON AN ALUMINUM ROD JT9561'DRIVEN TO REFUSAL AND IS ACCESSED THROUGH A SECURTY ACCESS COVER. JT9561' JT9561'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9561'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9561'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9638 *********************************************************************** JT9638 DESIGNATION - HPGN D CA 01 AE JT9638 PID - JT9638 JT9638 STATE/COUNTY- CA/MENDOCINO JT9638 USGS QUAD - GUALALA (1977) JT9638 JT9638 *CURRENT SURVEY CONTROL JT9638 ___________________________________________________________________ JT9638* NAD 83(1998)- 38 47 16.59285(N) 123 33 32.34141(W) ADJUSTED JT9638* NAVD 88 - 35.4 (meters) 116. (feet) GPS OBS JT9638 ___________________________________________________________________ JT9638 EPOCH DATE - 2004.69 JT9638 X - -2,751,875.590 (meters) COMP JT9638 Y - -4,148,345.433 (meters) COMP JT9638 Z - 3,973,996.729 (meters) COMP JT9638 LAPLACE CORR- 9.76 (seconds) DEFLEC99 JT9638 ELLIP HEIGHT- 3.29 (meters) (09/13/05) GPS OBS JT9638 GEOID HEIGHT- -32.01 (meters) GEOID03 JT9638 JT9638 HORZ ORDER - A JT9638 ELLP ORDER - FOURTH CLASS I JT9638 JT9638.The horizontal coordinates were established by GPS observations JT9638.and adjusted by the National Geodetic Survey in September 2005. JT9638.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9638.DATUM ITEM on the data sheet items page. JT9638.The horizontal coordinates are valid at the epoch date displayed above. JT9638.The epoch date for horizontal control is a decimal equivalence JT9638.of Year/Month/Day. JT9638 JT9638.The orthometric height was determined by GPS observations and a JT9638.high-resolution geoid model. JT9638 JT9638.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9638 JT9638.The Laplace correction was computed from DEFLEC99 derived deflections. JT9638 JT9638.The ellipsoidal height was determined by GPS observations JT9638.and is referenced to NAD 83. JT9638 JT9638.The geoid height was determined by GEOID03. JT9638 JT9638; North East Units Scale Factor Converg. JT9638;SPC CA 2 - 625,629.355 1,864,565.055 MT 0.99992801 -0 58 58.4 JT9638;SPC CA 2 - 2,052,585.64 6,117,327.18 sFT 0.99992801 -0 58 58.4 JT9638;UTM 10 - 4,293,393.113 451,452.303 MT 0.99962902 -0 21 00.6 JT9638 JT9638! - Elev Factor x Scale Factor = Combined Factor JT9638!SPC CA 2 - 0.99999948 x 0.99992801 = 0.99992749 JT9638!UTM 10 - 0.99999948 x 0.99962902 = 0.99962850 JT9638 JT9638 SUPERSEDED SURVEY CONTROL JT9638 JT9638 NAD 83(1992)- 38 47 16.57761(N) 123 33 32.32737(W) AD(1991.35) 1 JT9638 ELLIP H (08/24/94) 3.40 (m) GP(1991.35) 4 2 JT9638 NGVD 29 (08/24/94) 34.64 (m) 113.6 (f) LEVELING 3 JT9638 JT9638.Superseded values are not recommended for survey control. JT9638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9638.See file dsdata.txt to determine how the superseded data were derived. JT9638 JT9638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH5145293393(NAD 83) JT9638_MARKER: DD = SURVEY DISK JT9638_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) JT9638_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE JT9638_STAMPING: CA-HPGN-DENSIFICATION STA. 01-AE 1993 JT9638_MARK LOGO: CADT JT9638_PROJECTION: FLUSH JT9638_MAGNETIC: N = NO MAGNETIC MATERIAL JT9638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9638+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9638_ROD/PIPE-DEPTH: 3.66 meters JT9638_SLEEVE-DEPTH : 0.61 meters JT9638 JT9638 HISTORY - Date Condition Report By JT9638 HISTORY - 1993 MONUMENTED CADT JT9638 HISTORY - 19940113 GOOD JT9638 HISTORY - 20040901 GOOD CADT JT9638 HISTORY - 20050407 GOOD CADT JT9638 JT9638 STATION DESCRIPTION JT9638 JT9638'DESCRIBED BY CALTRANS 1993 JT9638'600 JT9638'THE STATION IS LOCATED ON STATE HIGHWAY 1, ABOUT 46 MI (74.0 KM) SOUTH JT9638'OF FORT BRAGG, ABOUT 29 MI (46.7 KM) WEST OF CLOVERDALE, AND ABOUT JT9638'2.1 MI (3.4 KM) NORTH OF GUALALA. JT9638'$ JT9638'TO REACH THE STATION FROM THE INTERSECTION OF CENTER STREET WITH JT9638'HIGHWAY 1 IN GUALALA, GO NORTH ON HIGHWAY 1 FOR 2.14 MI (3.44 KM) TO JT9638'A PAVED ROAD (SUPERCEDED PORTION OF HIGHWAY 1) ON THE LEFT, OPPOSITE JT9638'GLENNEN DRIVE ON THE RIGHT AT POST MILE 2.79. GO NORTHWESTERLY ON THE JT9638'OLD HIGHWAY FOR 0.17 MI (0.27 KM) TO THE STATION ON THE LEFT. JT9638'$ JT9638'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JT9638'IN CONCRETE FLUSH WITH THE GROUND, 77 FT (23.5 M) NORTHWEST OF A JT9638'POWER POLE WITH TRANSFORMER, 11.2 FT (3.4 M) SOUTHWEST OF THE JT9638'CENTERLINE OF THE OLD HIGHWAY, 2.5 FT (0.8 M) NORTHEAST OF A FENCE, JT9638'AND 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST. JT9638'$ JT9638'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT9638'SURVEY. JT9638 JT9638 STATION RECOVERY (1994) JT9638 JT9638'RECOVERED 1994 JT9638'RECOVERED IN GOOD CONDITION. JT9638 JT9638 STATION RECOVERY (2004) JT9638 JT9638'RECOVERY NOTE BY CALTRANS 2004 (GN) JT9638'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE JT9638'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. JT9638 JT9638 STATION RECOVERY (2005) JT9638 JT9638'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9638'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9638'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9638'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9639 *********************************************************************** JT9639 DESIGNATION - HPGN D CA 01 B7 JT9639 PID - JT9639 JT9639 STATE/COUNTY- CA/MENDOCINO JT9639 USGS QUAD - CLOVERDALE (1975) JT9639 JT9639 *CURRENT SURVEY CONTROL JT9639 ___________________________________________________________________ JT9639* NAD 83(1998)- 38 52 25.64877(N) 123 06 01.88823(W) ADJUSTED JT9639* NAVD 88 - 387.356 (meters) 1270.85 (feet) ADJUSTED JT9639 ___________________________________________________________________ JT9639 EPOCH DATE - 2004.69 JT9639 X - -2,715,481.311 (meters) COMP JT9639 Y - -4,165,456.566 (meters) COMP JT9639 Z - 3,981,642.761 (meters) COMP JT9639 LAPLACE CORR- 3.51 (seconds) DEFLEC99 JT9639 ELLIP HEIGHT- 356.92 (meters) (09/13/05) GPS OBS JT9639 GEOID HEIGHT- -30.35 (meters) GEOID03 JT9639 DYNAMIC HT - 387.109 (meters) 1270.04 (feet) COMP JT9639 MODELED GRAV- 979,976.8 (mgal) NAVD 88 JT9639 JT9639 HORZ ORDER - A JT9639 VERT ORDER - FIRST CLASS II JT9639 ELLP ORDER - FOURTH CLASS I JT9639 JT9639.The horizontal coordinates were established by GPS observations JT9639.and adjusted by the National Geodetic Survey in September 2005. JT9639.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9639.DATUM ITEM on the data sheet items page. JT9639.The horizontal coordinates are valid at the epoch date displayed above. JT9639.The epoch date for horizontal control is a decimal equivalence JT9639.of Year/Month/Day. JT9639 JT9639.The orthometric height was determined by differential leveling JT9639.and adjusted by the National Geodetic Survey in July 2002. JT9639 JT9639.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9639 JT9639.The Laplace correction was computed from DEFLEC99 derived deflections. JT9639 JT9639.The ellipsoidal height was determined by GPS observations JT9639.and is referenced to NAD 83. JT9639 JT9639.The geoid height was determined by GEOID03. JT9639 JT9639.The dynamic height is computed by dividing the NAVD 88 JT9639.geopotential number by the normal gravity value computed on the JT9639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT9639.degrees latitude (g = 980.6199 gals.). JT9639 JT9639.The modeled gravity was interpolated from observed gravity values. JT9639 JT9639; North East Units Scale Factor Converg. JT9639;SPC CA 2 - 634,575.430 1,904,506.227 MT 0.99992141 -0 41 37.8 JT9639;SPC CA 2 - 2,081,936.22 6,248,367.51 sFT 0.99992141 -0 41 37.8 JT9639;UTM 10 - 4,302,776.024 491,279.963 MT 0.99960094 -0 03 47.1 JT9639 JT9639! - Elev Factor x Scale Factor = Combined Factor JT9639!SPC CA 2 - 0.99994400 x 0.99992141 = 0.99986542 JT9639!UTM 10 - 0.99994400 x 0.99960094 = 0.99954497 JT9639 JT9639 SUPERSEDED SURVEY CONTROL JT9639 JT9639 NAD 83(1992)- 38 52 25.63752(N) 123 06 01.87788(W) AD(1991.35) 1 JT9639 ELLIP H (08/24/94) 357.04 (m) GP(1991.35) 4 2 JT9639 NAVD 88 (08/24/94) 387.36 (m) 1270.9 (f) LEVELING 3 JT9639 JT9639.Superseded values are not recommended for survey control. JT9639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9639.See file dsdata.txt to determine how the superseded data were derived. JT9639 JT9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9128002776(NAD 83) JT9639_MARKER: DD = SURVEY DISK JT9639_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) JT9639_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE JT9639_STAMPING: 01-B7 1993 JT9639_MARK LOGO: CADT JT9639_PROJECTION: FLUSH JT9639_MAGNETIC: N = NO MAGNETIC MATERIAL JT9639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9639+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9639_ROD/PIPE-DEPTH: 3.66 meters JT9639_SLEEVE-DEPTH : 0.61 meters JT9639 JT9639 HISTORY - Date Condition Report By JT9639 HISTORY - 1993 MONUMENTED CADT JT9639 HISTORY - 19940113 GOOD JT9639 HISTORY - 20000424 GOOD NGS JT9639 HISTORY - 20040831 GOOD CADT JT9639 HISTORY - 20050407 GOOD CADT JT9639 JT9639 STATION DESCRIPTION JT9639 JT9639'DESCRIBED BY CALTRANS 1993 JT9639'600 JT9639'THE STATION IS LOCATED ON STATE HIGHWAY 128, ABOUT 10 MI (16.1 KM) JT9639'SOUTH OF UKIAH, ABOUT 7 MI (11.3 KM) SOUTHEAST OF YORKVILLE AND ABOUT JT9639'5 MI (8.0 KM) NORTHWEST OF CLOVERDALE. JT9639'$ JT9639'TO REACH THE STATION FROM THE YORKVILLE COMMUNITY CENTER, U.S. POST JT9639'OFFICE, AND FIRE STATION, GO SOUTHEAST ON HIGHWAY 128 FOR 8.47 MI JT9639'(13.63 KM) TO A SIDE ROAD LEFT, MOUNTAIN HOUSE ROAD. CONTINUE JT9639'SOUTHEAST ON HIGHWAY 128 FOR 0.29 MI (0.47 KM) TO THE STATION ON THE JT9639'LEFT AT POST MILE 48.74. JT9639'$ JT9639'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JT9639'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 660 FT (201.2 M) SOUTHEAST JT9639'OF A CULVERT AT POST MILE 48.61, 39.3 FT (12.0 M) NORTHEAST OF THE JT9639'HIGHWAY CENTERLINE, 5.8 FT (1.8 M) SOUTHEAST OF A FENCE CORNER, 3.1 JT9639'FT (0.9 M) SOUTHEAST OF A FENCE, AND 2.5 FT (0.8 M) SOUTHWEST OF A JT9639'WITNESS POST. JT9639'$ JT9639'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT9639'SURVEY. JT9639 JT9639 STATION RECOVERY (1994) JT9639 JT9639'RECOVERED 1994 JT9639'RECOVERED IN GOOD CONDITION. JT9639 JT9639 STATION RECOVERY (2000) JT9639 JT9639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) JT9639'12.4 KM (7.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 128 FROM THE JT9639'JUNCTION OF U.S. HIGHWAY 101 (FORT BRAGG EXIT) ON THE NORTH EDGE OF JT9639'CLOVERDALE, 38.6 M (126.6 FT) SOUTHEAST OF THE EXTENDED CENTER OF A JT9639'DRIVEWAY, 12.0 M (39.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M JT9639'(2.3 FT) SOUTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL JT9639'OF THE DRIVEWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A FENCE. NOTE--ACCESS JT9639'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON JT9639'THE HIGHWAY RIGHT-OF-WAY. JT9639 JT9639 STATION RECOVERY (2004) JT9639 JT9639'RECOVERY NOTE BY CALTRANS 2004 JT9639'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE JT9639'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. JT9639 JT9639 STATION RECOVERY (2005) JT9639 JT9639'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9639'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9639'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9639'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9640 *********************************************************************** JT9640 DESIGNATION - HPGN D CA 01 BG JT9640 PID - JT9640 JT9640 STATE/COUNTY- CA/MENDOCINO JT9640 USGS QUAD - YORKVILLE (1991) JT9640 JT9640 *CURRENT SURVEY CONTROL JT9640 ___________________________________________________________________ JT9640* NAD 83(1998)- 38 54 21.42954(N) 123 13 50.23424(W) ADJUSTED JT9640* NAVD 88 - 334.47 (meters) 1097.3 (feet) LEVELING JT9640 ___________________________________________________________________ JT9640 EPOCH DATE - 2004.69 JT9640 X - -2,723,681.349 (meters) COMP JT9640 Y - -4,157,370.451 (meters) COMP JT9640 Z - 3,984,388.617 (meters) COMP JT9640 LAPLACE CORR- 4.47 (seconds) DEFLEC99 JT9640 ELLIP HEIGHT- 303.92 (meters) (09/28/05) GPS OBS JT9640 GEOID HEIGHT- -30.46 (meters) GEOID03 JT9640 JT9640 HORZ ORDER - B JT9640 VERT ORDER - THIRD ? JT9640 ELLP ORDER - FOURTH CLASS I JT9640 JT9640.The horizontal coordinates were established by GPS observations JT9640.and adjusted by the National Geodetic Survey in September 2005. JT9640.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9640.DATUM ITEM on the data sheet items page. JT9640.The horizontal coordinates are valid at the epoch date displayed above. JT9640.The epoch date for horizontal control is a decimal equivalence JT9640.of Year/Month/Day. JT9640 JT9640.The orthometric height was determined by differential leveling. JT9640.The vertical network tie was performed by a horz. field party for horz. JT9640.obs reductions. Reset procedures were used to establish the elevation. JT9640 JT9640.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9640 JT9640.The Laplace correction was computed from DEFLEC99 derived deflections. JT9640 JT9640.The ellipsoidal height was determined by GPS observations JT9640.and is referenced to NAD 83. JT9640 JT9640.The geoid height was determined by GEOID03. JT9640 JT9640; North East Units Scale Factor Converg. JT9640;SPC CA 2 - 638,289.940 1,893,266.634 MT 0.99991951 -0 46 33.1 JT9640;SPC CA 2 - 2,094,122.91 6,211,492.28 sFT 0.99991951 -0 46 33.1 JT9640;UTM 10 - 4,306,365.407 480,003.735 MT 0.99960492 -0 08 41.4 JT9640 JT9640! - Elev Factor x Scale Factor = Combined Factor JT9640!SPC CA 2 - 0.99995232 x 0.99991951 = 0.99987183 JT9640!UTM 10 - 0.99995232 x 0.99960492 = 0.99955726 JT9640 JT9640 SUPERSEDED SURVEY CONTROL JT9640 JT9640 NAD 83(1992)- 38 54 21.41762(N) 123 13 50.22280(W) AD(1991.35) 1 JT9640 ELLIP H (08/24/94) 304.03 (m) GP(1991.35) 4 2 JT9640 JT9640.Superseded values are not recommended for survey control. JT9640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9640.See file dsdata.txt to determine how the superseded data were derived. JT9640 JT9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8000406365(NAD 83) JT9640_MARKER: DD = SURVEY DISK JT9640_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) JT9640_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE JT9640_STAMPING: CA-HPGN-DENSIFICATION STA. 01-BG 1993 JT9640_MARK LOGO: CADT JT9640_PROJECTION: FLUSH JT9640_MAGNETIC: N = NO MAGNETIC MATERIAL JT9640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9640+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9640_ROD/PIPE-DEPTH: 3.66 meters JT9640_SLEEVE-DEPTH : 0.61 meters JT9640 JT9640 HISTORY - Date Condition Report By JT9640 HISTORY - 1993 MONUMENTED CADT JT9640 HISTORY - 19940113 GOOD JT9640 HISTORY - 20050407 GOOD CADT JT9640 JT9640 STATION DESCRIPTION JT9640 JT9640'DESCRIBED BY CALTRANS 1993 JT9640'600 JT9640'THE STATION IS LOCATED ON STATE HIGHWAY 128, ABOUT 16 MI (25.7 KM) JT9640'SOUTH OF UKIAH, ABOUT 13 MI (20.9 KM) NORTHWEST OF CLOVERDALE, AND JT9640'0.83 MI (1.34 KM) NORTHWEST OF YORKVILLE. JT9640'$ JT9640'TO REACH THE STATION FROM THE YORKVILLE COMMUNITY CENTER, U.S. POST JT9640'OFFICE, AND FIRE STATION, GO SOUTHEAST ON HIGHWAY 128 FOR 0.20 MI JT9640'(0.32 KM) TO THE STATION ON THE RIGHT AT POST MILE 40.45. JT9640'$ JT9640'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JT9640'IN CONCRETE FLUSH WITH THE GROUND, 383 FT (116.7 M) NORTHWEST OF A JT9640'CULVERT AT POST MILE 40.52, 214 FT (65.2 M) SOUTHEAST OF A CULVERT AT JT9640'POST MILE 40.41, 192 FT (58.5 M) SOUTHEAST OF A DRIVEWAY SOUTH, 35.1 JT9640'FT (10.7 M) SOUTHWEST OF THE HIGHWAY CENTERLINE, 5.4 FT (1.6 M) JT9640'NORTHEAST OF A FENCE, AND 2.5 FT (0.8 M) NORTHEAST OF A WITNESS POST. JT9640'$ JT9640'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT9640'SURVEY. JT9640 JT9640 STATION RECOVERY (1994) JT9640 JT9640'RECOVERED 1994 JT9640'RECOVERED IN GOOD CONDITION. JT9640 JT9640 STATION RECOVERY (2005) JT9640 JT9640'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9640'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9640'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9640'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9641 *********************************************************************** JT9641 DESIGNATION - HPGN D CA 01 C8 JT9641 PID - JT9641 JT9641 STATE/COUNTY- CA/MENDOCINO JT9641 USGS QUAD - HOPLAND (1975) JT9641 JT9641 *CURRENT SURVEY CONTROL JT9641 ___________________________________________________________________ JT9641* NAD 83(1998)- 38 58 28.93573(N) 123 04 32.59370(W) ADJUSTED JT9641* NAVD 88 - 172.0 (meters) 564. (feet) GPS OBS JT9641 ___________________________________________________________________ JT9641 EPOCH DATE - 2004.69 JT9641 X - -2,709,745.011 (meters) COMP JT9641 Y - -4,160,593.294 (meters) COMP JT9641 Z - 3,990,223.465 (meters) COMP JT9641 LAPLACE CORR- 5.92 (seconds) DEFLEC99 JT9641 ELLIP HEIGHT- 141.84 (meters) (09/28/05) GPS OBS JT9641 GEOID HEIGHT- -30.07 (meters) GEOID03 JT9641 JT9641 HORZ ORDER - B JT9641 ELLP ORDER - FOURTH CLASS I JT9641 JT9641.The horizontal coordinates were established by GPS observations JT9641.and adjusted by the National Geodetic Survey in September 2005. JT9641.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9641.DATUM ITEM on the data sheet items page. JT9641.The horizontal coordinates are valid at the epoch date displayed above. JT9641.The epoch date for horizontal control is a decimal equivalence JT9641.of Year/Month/Day. JT9641 JT9641.The orthometric height was determined by GPS observations and a JT9641.high-resolution geoid model. JT9641 JT9641.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9641 JT9641.The Laplace correction was computed from DEFLEC99 derived deflections. JT9641 JT9641.The ellipsoidal height was determined by GPS observations JT9641.and is referenced to NAD 83. JT9641 JT9641.The geoid height was determined by GEOID03. JT9641 JT9641; North East Units Scale Factor Converg. JT9641;SPC CA 2 - 645,750.729 1,906,790.993 MT 0.99991651 -0 40 41.5 JT9641;SPC CA 2 - 2,118,600.52 6,255,863.45 sFT 0.99991651 -0 40 41.5 JT9641;UTM 10 - 4,313,972.232 493,440.897 MT 0.99960053 -0 02 51.5 JT9641 JT9641! - Elev Factor x Scale Factor = Combined Factor JT9641!SPC CA 2 - 0.99997775 x 0.99991651 = 0.99989426 JT9641!UTM 10 - 0.99997775 x 0.99960053 = 0.99957829 JT9641 JT9641 SUPERSEDED SURVEY CONTROL JT9641 JT9641 NAD 83(1992)- 38 58 28.92584(N) 123 04 32.58259(W) AD(1991.35) 1 JT9641 ELLIP H (08/24/94) 141.99 (m) GP(1991.35) 4 2 JT9641 JT9641.Superseded values are not recommended for survey control. JT9641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9641.See file dsdata.txt to determine how the superseded data were derived. JT9641 JT9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9344113972(NAD 83) JT9641_MARKER: DD = SURVEY DISK JT9641_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) JT9641_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE JT9641_STAMPING: CA-HPGN-DENSIFICATION STA. 01-C8 1993 JT9641_MARK LOGO: CADT JT9641_PROJECTION: FLUSH JT9641_MAGNETIC: N = NO MAGNETIC MATERIAL JT9641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9641+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9641_ROD/PIPE-DEPTH: 3.66 meters JT9641_SLEEVE-DEPTH : 0.61 meters JT9641 JT9641 HISTORY - Date Condition Report By JT9641 HISTORY - 1993 MONUMENTED CADT JT9641 HISTORY - 19940113 GOOD JT9641 HISTORY - 20050407 GOOD CADT JT9641 JT9641 STATION DESCRIPTION JT9641 JT9641'DESCRIBED BY CALTRANS 1993 JT9641'600 JT9641'THE STATION IS LOCATED ON STATE HIGHWAY 175, ABOUT 8 MI (12.9 KM) JT9641'SOUTHWEST OF LAKEPORT AND ABOUT 2.4 MI (3.9 KM) EAST OF HOPLAND. JT9641'$ JT9641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND HIGHWAY JT9641'175 IN HOPLAND, GO EAST ON HIGHWAY 175 FOR 2.28 MI (3.67 KM) TO THE JT9641'STATION ON THE RIGHT AT POST MILE 2.28. JT9641'$ JT9641'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JT9641'IN CONCRETE FLUSH WITH THE GROUND IN A WIDE SHOULDER ON THE SOUTH JT9641'SIDE OF THE HIGHWAY, 133 FT (40.5 M) EAST OF A POWER POLE, 63 FT JT9641'(19.2 M) NORTHWEST OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MONUMENT JT9641'IN A FENCE LINE, 32 FT (9.8 M) SOUTH OF THE HIGHWAY CENTERLINE, 9.1 JT9641'FT (2.8 M) NORTH OF A FENCE, AND 8.0 FT (2.4 M) NORTH OF A WITNESS JT9641'POST. JT9641'$ JT9641'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT9641'SURVEY. JT9641 JT9641 STATION RECOVERY (1994) JT9641 JT9641'RECOVERED 1994 JT9641'RECOVERED IN GOOD CONDITION. JT9641 JT9641 STATION RECOVERY (2005) JT9641 JT9641'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9641'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9641'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9641'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9642 *********************************************************************** JT9642 DESIGNATION - HPGN D CA 01 CF JT9642 PID - JT9642 JT9642 STATE/COUNTY- CA/MENDOCINO JT9642 USGS QUAD - ORNBAUN VALLEY (1991) JT9642 JT9642 *CURRENT SURVEY CONTROL JT9642 ___________________________________________________________________ JT9642* NAD 83(1998)- 38 59 51.84203(N) 123 21 26.00952(W) ADJUSTED JT9642* NAVD 88 - 137.69 (meters) 451.7 (feet) LEVELING JT9642 ___________________________________________________________________ JT9642 EPOCH DATE - 2004.69 JT9642 X - -2,729,254.642 (meters) COMP JT9642 Y - -4,145,863.562 (meters) COMP JT9642 Z - 3,992,188.864 (meters) COMP JT9642 LAPLACE CORR- 6.56 (seconds) DEFLEC99 JT9642 ELLIP HEIGHT- 107.03 (meters) (09/13/05) GPS OBS JT9642 GEOID HEIGHT- -30.58 (meters) GEOID03 JT9642 JT9642 HORZ ORDER - A JT9642 VERT ORDER - THIRD ? JT9642 ELLP ORDER - FOURTH CLASS I JT9642 JT9642.The horizontal coordinates were established by GPS observations JT9642.and adjusted by the National Geodetic Survey in September 2005. JT9642.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9642.DATUM ITEM on the data sheet items page. JT9642.The horizontal coordinates are valid at the epoch date displayed above. JT9642.The epoch date for horizontal control is a decimal equivalence JT9642.of Year/Month/Day. JT9642 JT9642.The orthometric height was determined by differential leveling. JT9642.The vertical network tie was performed by a horz. field party for horz. JT9642.obs reductions. Reset procedures were used to establish the elevation. JT9642 JT9642.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9642 JT9642.The Laplace correction was computed from DEFLEC99 derived deflections. JT9642 JT9642.The ellipsoidal height was determined by GPS observations JT9642.and is referenced to NAD 83. JT9642 JT9642.The geoid height was determined by GEOID03. JT9642 JT9642; North East Units Scale Factor Converg. JT9642;SPC CA 2 - 648,633.358 1,882,439.008 MT 0.99991582 -0 51 20.5 JT9642;SPC CA 2 - 2,128,057.94 6,175,968.65 sFT 0.99991582 -0 51 20.5 JT9642;UTM 10 - 4,316,585.795 469,066.244 MT 0.99961178 -0 13 29.3 JT9642 JT9642! - Elev Factor x Scale Factor = Combined Factor JT9642!SPC CA 2 - 0.99998321 x 0.99991582 = 0.99989903 JT9642!UTM 10 - 0.99998321 x 0.99961178 = 0.99959499 JT9642 JT9642 SUPERSEDED SURVEY CONTROL JT9642 JT9642 NAD 83(1992)- 38 59 51.82985(N) 123 21 25.99725(W) AD(1991.35) 1 JT9642 ELLIP H (08/24/94) 107.13 (m) GP(1991.35) 4 2 JT9642 JT9642.Superseded values are not recommended for survey control. JT9642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9642.See file dsdata.txt to determine how the superseded data were derived. JT9642 JT9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6906616586(NAD 83) JT9642_MARKER: DD = SURVEY DISK JT9642_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) JT9642_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE JT9642_STAMPING: CA-HPGN-DENSIFICATION STA. 01-CF 1993 JT9642_MARK LOGO: CADT JT9642_PROJECTION: RECESSED 3 CENTIMETERS JT9642_MAGNETIC: N = NO MAGNETIC MATERIAL JT9642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9642+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9642_ROD/PIPE-DEPTH: 4.27 meters JT9642_SLEEVE-DEPTH : 0.61 meters JT9642 JT9642 HISTORY - Date Condition Report By JT9642 HISTORY - 1993 MONUMENTED CADT JT9642 HISTORY - 19940113 GOOD JT9642 HISTORY - 20040901 GOOD CADT JT9642 HISTORY - 20050407 GOOD CADT JT9642 JT9642 STATION DESCRIPTION JT9642 JT9642'DESCRIBED BY CALTRANS 1993 JT9642'600 JT9642'THE STATION IS LOCATED ON STATE HIGHWAY 128, ABOUT 13 MI (20.9 KM) JT9642'SOUTHWEST OF UKIAH AND 0.75 MI (1.21 KM) SOUTHEAST OF BOONVILLE. JT9642'$ JT9642'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BOONVILLE, GO JT9642'SOUTHEAST ON STATE HIGHWAY 128 FOR 0.75 MI (1.21 KM) TO THE JUNCTION JT9642'OF STATE HIGHWAY 253. CONTINUE SOUTHEAST ON HIGHWAY 128 FOR ABOUT 700 JT9642'FT (213.4 M) TO THE STATION ON THE LEFT AT POST MILE 29.71. JT9642'$ JT9642'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JT9642'IN CONCRETE FLUSH WITH THE GROUND, IN A WIDE SHOULDER ON THE JT9642'NORTHEAST SIDE OF THE HIGHWAY, 82.3 FT (25.1 M) NORTHWEST OF A JT9642'CULVERT AT POST MILE 29.74, 37.2 FT (11.3 M) SOUTHWEST OF A TELEPHONE JT9642'POLE, 30.4 FT (9.3 M) SOUTHWEST OF A FENCE, 28.6 FT (8.7 M) NORTHEAST JT9642'OF THE HIGHWAY CENTERLINE, AND 2.0 FT (0.6 M) WEST OF A WITNESS POST. JT9642'$ JT9642'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JT9642'SURVEY. JT9642 JT9642 STATION RECOVERY (1994) JT9642 JT9642'RECOVERED 1994 JT9642'RECOVERED IN GOOD CONDITION. JT9642 JT9642 STATION RECOVERY (2004) JT9642 JT9642'RECOVERY NOTE BY CALTRANS 2004 (GN) JT9642'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE JT9642'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. JT9642 JT9642 STATION RECOVERY (2005) JT9642 JT9642'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9642'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9642'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9642'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2296 *********************************************************************** KT2296 DESIGNATION - HPGN D CA 01 CG KT2296 PID - KT2296 KT2296 STATE/COUNTY- CA/MENDOCINO KT2296 USGS QUAD - ELLEDGE PEAK (1975) KT2296 KT2296 *CURRENT SURVEY CONTROL KT2296 ___________________________________________________________________ KT2296* NAD 83(1998)- 39 05 49.56773(N) 123 11 23.96396(W) ADJUSTED KT2296* NAVD 88 - 185.7 (meters) 609. (feet) GPS OBS KT2296 ___________________________________________________________________ KT2296 EPOCH DATE - 2004.69 KT2296 X - -2,713,358.409 (meters) COMP KT2296 Y - -4,148,027.761 (meters) COMP KT2296 Z - 4,000,786.965 (meters) COMP KT2296 LAPLACE CORR- 2.86 (seconds) DEFLEC99 KT2296 ELLIP HEIGHT- 155.58 (meters) (09/28/05) GPS OBS KT2296 GEOID HEIGHT- -30.04 (meters) GEOID03 KT2296 KT2296 HORZ ORDER - B KT2296 ELLP ORDER - FOURTH CLASS I KT2296 KT2296.The horizontal coordinates were established by GPS observations KT2296.and adjusted by the National Geodetic Survey in September 2005. KT2296.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2296.DATUM ITEM on the data sheet items page. KT2296.The horizontal coordinates are valid at the epoch date displayed above. KT2296.The epoch date for horizontal control is a decimal equivalence KT2296.of Year/Month/Day. KT2296 KT2296.The orthometric height was determined by GPS observations and a KT2296.high-resolution geoid model. KT2296 KT2296.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2296 KT2296.The Laplace correction was computed from DEFLEC99 derived deflections. KT2296 KT2296.The ellipsoidal height was determined by GPS observations KT2296.and is referenced to NAD 83. KT2296 KT2296.The geoid height was determined by GEOID03. KT2296 KT2296; North East Units Scale Factor Converg. KT2296;SPC CA 2 - 659,459.969 1,897,068.216 MT 0.99991470 -0 45 00.9 KT2296;SPC CA 2 - 2,163,578.25 6,223,964.64 sFT 0.99991470 -0 45 00.9 KT2296;UTM 10 - 4,327,569.381 483,570.938 MT 0.99960332 -0 07 11.3 KT2296 KT2296! - Elev Factor x Scale Factor = Combined Factor KT2296!SPC CA 2 - 0.99997559 x 0.99991470 = 0.99989029 KT2296!UTM 10 - 0.99997559 x 0.99960332 = 0.99957892 KT2296 KT2296 SUPERSEDED SURVEY CONTROL KT2296 KT2296 NAD 83(1992)- 39 05 49.55759(N) 123 11 23.95311(W) AD(1991.35) 1 KT2296 ELLIP H (08/24/94) 155.57 (m) GP(1991.35) 4 2 KT2296 NGVD 29 (08/24/94) 184.88 (m) 606.6 (f) LEVELING 3 KT2296 KT2296.Superseded values are not recommended for survey control. KT2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2296.See file dsdata.txt to determine how the superseded data were derived. KT2296 KT2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8357127569(NAD 83) KT2296_MARKER: DD = SURVEY DISK KT2296_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2296_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2296_STAMPING: CA-HPGN-DENSIFICATION STA. 01-CG 1993 KT2296_MARK LOGO: CADT KT2296_PROJECTION: RECESSED 15 CENTIMETERS KT2296_MAGNETIC: N = NO MAGNETIC MATERIAL KT2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2296+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2296_ROD/PIPE-DEPTH: 5.49 meters KT2296_SLEEVE-DEPTH : 0.61 meters KT2296 KT2296 HISTORY - Date Condition Report By KT2296 HISTORY - 1993 MONUMENTED CADT KT2296 HISTORY - 19940113 GOOD KT2296 HISTORY - 20050407 GOOD CADT KT2296 KT2296 STATION DESCRIPTION KT2296 KT2296'DESCRIBED BY CALTRANS 1993 KT2296'600 KT2296'THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 9 MI (14.5 KM) NORTH KT2296'OF HOPLAND AND ABOUT 4 MI (6.4 KM) SOUTH OF UKIAH. KT2296'$ KT2296'TO REACH THE STATION FROM THE COUNTY COURTHOUSE AT THE CORNER OF NORTH KT2296'STATE STREET AND PERKINS STREET IN UKIAH, GO EAST ON PERKINS STREET KT2296'FOR 0.52 MI (0.84 KM) TO THE SOUTHBOUND ENTRANCE TO HIGHWAY 101. GO KT2296'SOUTH ON THE ON RAMP AND ALONG HIGHWAY 101 FOR 3.74 MI (6.02 KM) TO KT2296'THE COX-SCHRADER ROAD EXIT TO THE RIGHT. PROCEED ALONG THE OFF RAMP KT2296'FOR 0.14 MI (0.23 KM) TO THE SOUTH SIDE OF ROBINSON OVERCROSSING KT2296'(BRIDGE NO. 10-86) AND THE STATION ON THE LEFT AT POST MILE 20.70. KT2296'$ KT2296'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2296'IN CONCRETE FLUSH WITH THE GROUND, 43 FT (13.1 M) SOUTHWEST OF THE KT2296'WEST END OF THE SOUTH RAIL OF THE OVERCROSSING, 40 FT (12.2 M) SOUTH KT2296'OF THE EXTENDED CENTERLINE OF THE BRIDGE, 15 FT (4.6 M) EAST OF THE KT2296'CENTERLINE OF THE RAMP, 12.6 FT (3.8 M) SOUTH OF A FREEWAY ENTRANCE KT2296'SIGN, 3.7 FT (1.1 M) EAST OF THE BACK OF THE EAST RAMP CURB AND 3.0 KT2296'FT (0.9 M) NORTHEAST OF A WITNESS POST. KT2296'$ KT2296'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2296'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF KT2296'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN KT2296'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN KT2296'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EUREKA KT2296'AT (707) 445-6385. KT2296 KT2296 STATION RECOVERY (1994) KT2296 KT2296'RECOVERED 1994 KT2296'RECOVERED IN GOOD CONDITION. KT2296 KT2296 STATION RECOVERY (2005) KT2296 KT2296'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2296'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2296'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2296'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2298 *********************************************************************** KT2298 DESIGNATION - HPGN D CA 01 DD KT2298 PID - KT2298 KT2298 STATE/COUNTY- CA/MENDOCINO KT2298 USGS QUAD - MALLO PASS CREEK (1977) KT2298 KT2298 *CURRENT SURVEY CONTROL KT2298 ___________________________________________________________________ KT2298* NAD 83(1998)- 39 07 24.48018(N) 123 42 56.25437(W) ADJUSTED KT2298* NAVD 88 - 60.3 (meters) 198. (feet) GPS OBS KT2298 ___________________________________________________________________ KT2298 EPOCH DATE - 2004.69 KT2298 X - -2,750,218.524 (meters) COMP KT2298 Y - -4,121,343.266 (meters) COMP KT2298 Z - 4,002,978.063 (meters) COMP KT2298 LAPLACE CORR- 10.93 (seconds) DEFLEC99 KT2298 ELLIP HEIGHT- 28.70 (meters) (09/13/05) GPS OBS KT2298 GEOID HEIGHT- -31.48 (meters) GEOID03 KT2298 KT2298 HORZ ORDER - A KT2298 ELLP ORDER - FOURTH CLASS I KT2298 KT2298.The horizontal coordinates were established by GPS observations KT2298.and adjusted by the National Geodetic Survey in September 2005. KT2298.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2298.DATUM ITEM on the data sheet items page. KT2298.The horizontal coordinates are valid at the epoch date displayed above. KT2298.The epoch date for horizontal control is a decimal equivalence KT2298.of Year/Month/Day. KT2298 KT2298.The orthometric height was determined by GPS observations and a KT2298.high-resolution geoid model. KT2298 KT2298.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2298 KT2298.The Laplace correction was computed from DEFLEC99 derived deflections. KT2298 KT2298.The ellipsoidal height was determined by GPS observations KT2298.and is referenced to NAD 83. KT2298 KT2298.The geoid height was determined by GEOID03. KT2298 KT2298; North East Units Scale Factor Converg. KT2298;SPC CA 2 - 663,112.961 1,851,661.542 MT 0.99991490 -1 04 53.9 KT2298;SPC CA 2 - 2,175,563.11 6,074,992.91 sFT 0.99991490 -1 04 53.9 KT2298;UTM 10 - 4,330,721.733 438,140.179 MT 0.99964712 -0 27 05.7 KT2298 KT2298! - Elev Factor x Scale Factor = Combined Factor KT2298!SPC CA 2 - 0.99999550 x 0.99991490 = 0.99991040 KT2298!UTM 10 - 0.99999550 x 0.99964712 = 0.99964262 KT2298 KT2298 SUPERSEDED SURVEY CONTROL KT2298 KT2298 NAD 83(1992)- 39 07 24.46651(N) 123 42 56.24059(W) AD(1991.35) 1 KT2298 ELLIP H (08/24/94) 28.81 (m) GP(1991.35) 4 2 KT2298 KT2298.Superseded values are not recommended for survey control. KT2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2298.See file dsdata.txt to determine how the superseded data were derived. KT2298 KT2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3814030722(NAD 83) KT2298_MARKER: DD = SURVEY DISK KT2298_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2298_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2298_STAMPING: CA-HPGN-DENSIFICATION STA. 01-DD 1993 KT2298_MARK LOGO: CADT KT2298_PROJECTION: FLUSH KT2298_MAGNETIC: N = NO MAGNETIC MATERIAL KT2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2298+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2298_ROD/PIPE-DEPTH: 3.66 meters KT2298_SLEEVE-DEPTH : 0.61 meters KT2298 KT2298 HISTORY - Date Condition Report By KT2298 HISTORY - 1993 MONUMENTED CADT KT2298 HISTORY - 19940113 GOOD KT2298 HISTORY - 20040901 GOOD CADT KT2298 HISTORY - 20050407 GOOD CADT KT2298 KT2298 STATION DESCRIPTION KT2298 KT2298'DESCRIBED BY CALTRANS 1993 KT2298'600 KT2298'THE STATION IS LOCATED ON STATE HIGHWAY 1, ABOUT 27 MI (43.5 KM) WEST KT2298'OF UKIAH, ABOUT 22 MI (35.4 KM) SOUTH OF FORT BRAGG, AND ABOUT 0.5 MI KT2298'(0.8 KM) SOUTH OF ELK. KT2298'$ KT2298'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ELK, GO SOUTH ON KT2298'HIGHWAY 1 FOR 0.90 MI (1.45 KM) TO A WIDE PAVED TURNOUT ON THE RIGHT KT2298'AT POST MILE 33.25. TURN SHARP RIGHT AT THE NORTH END OF THE TURNOUT KT2298'AND GO NORTH ALONG A DIM FOUR-WHEEL DRIVE ROAD PARALLEL WITH THE KT2298'RIGHT-OF-WAY FENCE FOR 0.12 MI (0.19 KM) TO THE STATION ON THE RIGHT. KT2298'$ KT2298'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2298'IN CONCRETE FLUSH WITH THE GROUND, 59.8 FT (18.2 M) SOUTHEAST OF A KT2298'FENCE, 8 FT (2.4 M) NORTHWEST OF THE TOP OF A 40 FT (12.2 M) HIGH CUT KT2298'BANK, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND 2.0 FT KT2298'(0.6 M) SOUTHEAST OF A STEEL WITNESS POST. KT2298'$ KT2298'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2298'SURVEY. KT2298 KT2298 STATION RECOVERY (1994) KT2298 KT2298'RECOVERED 1994 KT2298'RECOVERED IN GOOD CONDITION. KT2298 KT2298 STATION RECOVERY (2004) KT2298 KT2298'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2298'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE KT2298'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. KT2298 KT2298 STATION RECOVERY (2005) KT2298 KT2298'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2298'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2298'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2298'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2299 *********************************************************************** KT2299 DESIGNATION - HPGN D CA 01 DE KT2299 PID - KT2299 KT2299 STATE/COUNTY- CA/MENDOCINO KT2299 USGS QUAD - COLD SPRING (1991) KT2299 KT2299 *CURRENT SURVEY CONTROL KT2299 ___________________________________________________________________ KT2299* NAD 83(1998)- 39 07 08.81618(N) 123 30 57.45370(W) ADJUSTED KT2299* NAVD 88 - 87.47 (meters) 287.0 (feet) LEVELING KT2299 ___________________________________________________________________ KT2299 EPOCH DATE - 2004.69 KT2299 X - -2,736,019.862 (meters) COMP KT2299 Y - -4,131,174.463 (meters) COMP KT2299 Z - 4,002,620.907 (meters) COMP KT2299 LAPLACE CORR- 5.69 (seconds) DEFLEC99 KT2299 ELLIP HEIGHT- 56.60 (meters) (09/28/05) GPS OBS KT2299 GEOID HEIGHT- -30.80 (meters) GEOID03 KT2299 KT2299 HORZ ORDER - B KT2299 VERT ORDER - THIRD ? KT2299 ELLP ORDER - FOURTH CLASS I KT2299 KT2299.The horizontal coordinates were established by GPS observations KT2299.and adjusted by the National Geodetic Survey in September 2005. KT2299.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2299.DATUM ITEM on the data sheet items page. KT2299.The horizontal coordinates are valid at the epoch date displayed above. KT2299.The epoch date for horizontal control is a decimal equivalence KT2299.of Year/Month/Day. KT2299 KT2299.The orthometric height was determined by differential leveling. KT2299.The vertical network tie was performed by a horz. field party for horz. KT2299.obs reductions. Reset procedures were used to establish the elevation. KT2299 KT2299.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2299 KT2299.The Laplace correction was computed from DEFLEC99 derived deflections. KT2299 KT2299.The ellipsoidal height was determined by GPS observations KT2299.and is referenced to NAD 83. KT2299 KT2299.The geoid height was determined by GEOID03. KT2299 KT2299; North East Units Scale Factor Converg. KT2299;SPC CA 2 - 662,323.069 1,868,915.605 MT 0.99991485 -0 57 20.8 KT2299;SPC CA 2 - 2,172,971.60 6,131,600.61 sFT 0.99991485 -0 57 20.8 KT2299;UTM 10 - 4,330,121.817 455,397.057 MT 0.99962450 -0 19 32.0 KT2299 KT2299! - Elev Factor x Scale Factor = Combined Factor KT2299!SPC CA 2 - 0.99999112 x 0.99991485 = 0.99990597 KT2299!UTM 10 - 0.99999112 x 0.99962450 = 0.99961562 KT2299 KT2299 SUPERSEDED SURVEY CONTROL KT2299 KT2299 NAD 83(1992)- 39 07 08.80195(N) 123 30 57.44187(W) AD(1991.35) 1 KT2299 ELLIP H (08/24/94) 56.69 (m) GP(1991.35) 4 2 KT2299 KT2299.Superseded values are not recommended for survey control. KT2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2299.See file dsdata.txt to determine how the superseded data were derived. KT2299 KT2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5539730122(NAD 83) KT2299_MARKER: DD = SURVEY DISK KT2299_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KT2299_SP_SET: ALUMINUM ALLOY ROD KT2299_STAMPING: CA-HPGN-DENSIFICATION STA. 01-DE 1993 KT2299_MARK LOGO: CADT KT2299_PROJECTION: FLUSH KT2299_MAGNETIC: N = NO MAGNETIC MATERIAL KT2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2299+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2299_ROD/PIPE-DEPTH: 3.35 meters KT2299 KT2299 HISTORY - Date Condition Report By KT2299 HISTORY - 1993 MONUMENTED CADT KT2299 HISTORY - 19940114 GOOD KT2299 HISTORY - 20050407 GOOD CADT KT2299 KT2299 STATION DESCRIPTION KT2299 KT2299'DESCRIBED BY CALTRANS 1993 KT2299'THE STATION IS LOCATED ON STATE HIGHWAY 128, ABOUT 17 MI (27.4 KM) KT2299'WEST OF UKIAH, 5.8 MI (9.3 KM) NORTHWEST OF PHILO, AND ABOUT 3 MI KT2299'(4.8 KM) SOUTHEAST OF NAVARRO. KT2299'$ KT2299'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PHILO, GO NORTHWEST KT2299'ON HIGHWAY 128 FOR 5.80 MI (9.33 KM) TO THE STATION ON THE LEFT AT KT2299'POST MILE 17.28. KT2299'$ KT2299'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2299'IN CONCRETE FLUSH WITH THE GROUND IN A GRASSY SHOULDER, 91 FT KT2299'(27.7 M) NORTHWEST OF A DRIVEWAY TO THE WEST, 89.5 FT (27.3 M) KT2299'SOUTHEAST OF A CULVERT AT POST MILE 17.26, 26.0 FT (7.9 M) SOUTHWEST KT2299'OF THE HIGHWAY CENTERLINE, 6.2 FT (1.9 M) NORTHEAST OF A FENCE, AND KT2299'2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST. KT2299'$ KT2299'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2299'SURVEY. KT2299 KT2299 STATION RECOVERY (1994) KT2299 KT2299'RECOVERED 1994 KT2299'RECOVERED IN GOOD CONDITION. KT2299 KT2299 STATION RECOVERY (2005) KT2299 KT2299'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2299'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2299'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2299'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2300 *********************************************************************** KT2300 DESIGNATION - HPGN D CA 01 DG KT2300 PID - KT2300 KT2300 STATE/COUNTY- CA/MENDOCINO KT2300 USGS QUAD - UKIAH (1975) KT2300 KT2300 *CURRENT SURVEY CONTROL KT2300 ___________________________________________________________________ KT2300* NAD 83(1998)- 39 14 04.44233(N) 123 12 26.93091(W) ADJUSTED KT2300* NAVD 88 - 226.4 (meters) 743. (feet) GPS OBS KT2300 ___________________________________________________________________ KT2300 EPOCH DATE - 2004.69 KT2300 X - -2,709,363.063 (meters) COMP KT2300 Y - -4,139,161.133 (meters) COMP KT2300 Z - 4,012,645.457 (meters) COMP KT2300 LAPLACE CORR- 4.06 (seconds) DEFLEC99 KT2300 ELLIP HEIGHT- 196.49 (meters) (09/13/05) GPS OBS KT2300 GEOID HEIGHT- -29.86 (meters) GEOID03 KT2300 KT2300 HORZ ORDER - A KT2300 ELLP ORDER - FOURTH CLASS I KT2300 KT2300.The horizontal coordinates were established by GPS observations KT2300.and adjusted by the National Geodetic Survey in September 2005. KT2300.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2300.DATUM ITEM on the data sheet items page. KT2300.The horizontal coordinates are valid at the epoch date displayed above. KT2300.The epoch date for horizontal control is a decimal equivalence KT2300.of Year/Month/Day. KT2300 KT2300.The orthometric height was determined by GPS observations and a KT2300.high-resolution geoid model. KT2300 KT2300.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2300 KT2300.The Laplace correction was computed from DEFLEC99 derived deflections. KT2300 KT2300.The ellipsoidal height was determined by GPS observations KT2300.and is referenced to NAD 83. KT2300 KT2300.The geoid height was determined by GEOID03. KT2300 KT2300; North East Units Scale Factor Converg. KT2300;SPC CA 2 - 674,738.492 1,895,758.133 MT 0.99991808 -0 45 40.6 KT2300;SPC CA 2 - 2,213,704.54 6,219,666.47 sFT 0.99991808 -0 45 40.6 KT2300;UTM 10 - 4,342,827.802 482,093.337 MT 0.99960395 -0 07 52.4 KT2300 KT2300! - Elev Factor x Scale Factor = Combined Factor KT2300!SPC CA 2 - 0.99996917 x 0.99991808 = 0.99988726 KT2300!UTM 10 - 0.99996917 x 0.99960395 = 0.99957314 KT2300 KT2300 SUPERSEDED SURVEY CONTROL KT2300 KT2300 NAD 83(1992)- 39 14 04.43332(N) 123 12 26.92039(W) AD(1991.35) 1 KT2300 ELLIP H (08/24/94) 196.57 (m) GP(1991.35) 4 2 KT2300 NGVD 29 (08/24/94) 225.52 (m) 739.9 (f) LEVELING 3 KT2300 KT2300.Superseded values are not recommended for survey control. KT2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2300.See file dsdata.txt to determine how the superseded data were derived. KT2300 KT2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8209342828(NAD 83) KT2300_MARKER: DD = SURVEY DISK KT2300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KT2300+WITH SETTING: INFORMATION. KT2300_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2300_STAMPING: CA-HPGN-DENSIFICATION STA. 01-DG 1993 KT2300_MARK LOGO: CADT KT2300_PROJECTION: FLUSH KT2300_MAGNETIC: N = NO MAGNETIC MATERIAL KT2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2300+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2300_ROD/PIPE-DEPTH: 2.74 meters KT2300_SLEEVE-DEPTH : 0.61 meters KT2300 KT2300 HISTORY - Date Condition Report By KT2300 HISTORY - 1993 MONUMENTED CADT KT2300 HISTORY - 19940114 GOOD KT2300 HISTORY - 20010413 GOOD INDIV KT2300 HISTORY - 20040901 GOOD CADT KT2300 HISTORY - 20050407 GOOD CADT KT2300 KT2300 STATION DESCRIPTION KT2300 KT2300'DESCRIBED BY CALTRANS 1993 KT2300'600 KT2300'THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 17 MI (27.4 KM) KT2300'SOUTH OF WILLITS, ABOUT 5 MI (8.0 KM) NORTH OF UKIAH, AND ABOUT 0.5 MI KT2300'(0.8 KM) WEST OF CALPELLA KT2300'$ KT2300'TO REACH THE STATION FROM THE COUNTY COURTHOUSE AT THE CORNER OF NORTH KT2300'STATE STREET AND PERKINS STREET IN UKIAH, GO EAST ON PERKINS STREET KT2300'FOR 0.68 MI (1.09 KM) TO THE NORTHBOUND ENTRANCE TO HIGHWAY 101. TURN KT2300'LEFT AND GO NORTH ON HIGHWAY 101 FOR 5.8 MI (9.3 KM) TO THE CALPELLA KT2300'EXIT. GO NORTH ALONG THE OFF RAMP FOR 0.19 MI (0.31 KM) TO MOORE KT2300'AVENUE. CROSS MOORE AVENUE AND CONTINUE NORTH ALONG THE NORTHBOUND KT2300'HIGHWAY 101 ON RAMP FOR 0.02 MI (0.03 KM) TO THE STATION ON THE KT2300'RIGHT. KT2300'$ KT2300'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2300'IN CONCRETE FLUSH WITH THE GROUND, 98.5 FT (30.0 M) NORTH OF THE KT2300'CENTERLINE OF MOORE AVENUE, 34.4 FT (10.5 M) SOUTHEAST OF A LIGHT KT2300'STANDARD, 23.2 FT (7.1 M) NORTH OF A CULVERT, 20.5 FT (6.2 M) KT2300'NORTHEAST OF THE WHITE EDGE STRIPE OF THE ON RAMP, 20.5 FT (6.2 M) KT2300'EAST OF A FENCE, AND 20.0 FT (6.1 M) EAST OF A WITNESS POST. KT2300'$ KT2300'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2300'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF KT2300'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN KT2300'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN KT2300'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EUREKA KT2300'AT (707) 445-6385. KT2300 KT2300 STATION RECOVERY (1994) KT2300 KT2300'RECOVERED 1994 KT2300'RECOVERED IN GOOD CONDITION. KT2300 KT2300 STATION RECOVERY (2001) KT2300 KT2300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB) KT2300'RECOVERED AS DESCRIBED. KT2300 KT2300 STATION RECOVERY (2004) KT2300 KT2300'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2300'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE KT2300'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. KT2300 KT2300 STATION RECOVERY (2005) KT2300 KT2300'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2300'THE STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET ON AN ALUMINUM ROD KT2300'DRIVEN TO REFUSAL AND IS ACCESSED THROUGH A SECURTY ACCESS COVER. KT2300' KT2300'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2300'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2300'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2302 *********************************************************************** KT2302 DESIGNATION - HPGN D CA 01 E6 KT2302 PID - KT2302 KT2302 STATE/COUNTY- CA/MENDOCINO KT2302 USGS QUAD - LAUGHLIN RANGE (1991) KT2302 KT2302 *CURRENT SURVEY CONTROL KT2302 ___________________________________________________________________ KT2302* NAD 83(1998)- 39 22 02.21839(N) 123 19 02.12421(W) ADJUSTED KT2302* NAVD 88 - 484.1 (meters) 1588. (feet) GPS OBS KT2302 ___________________________________________________________________ KT2302 EPOCH DATE - 2004.69 KT2302 X - -2,712,271.712 (meters) COMP KT2302 Y - -4,126,330.188 (meters) COMP KT2302 Z - 4,024,211.165 (meters) COMP KT2302 LAPLACE CORR- 5.90 (seconds) DEFLEC99 KT2302 ELLIP HEIGHT- 454.35 (meters) (09/28/05) GPS OBS KT2302 GEOID HEIGHT- -29.66 (meters) GEOID03 KT2302 KT2302 HORZ ORDER - B KT2302 ELLP ORDER - FOURTH CLASS I KT2302 KT2302.The horizontal coordinates were established by GPS observations KT2302.and adjusted by the National Geodetic Survey in September 2005. KT2302.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2302.DATUM ITEM on the data sheet items page. KT2302.The horizontal coordinates are valid at the epoch date displayed above. KT2302.The epoch date for horizontal control is a decimal equivalence KT2302.of Year/Month/Day. KT2302 KT2302.The orthometric height was determined by GPS observations and a KT2302.high-resolution geoid model. KT2302 KT2302.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2302 KT2302.The Laplace correction was computed from DEFLEC99 derived deflections. KT2302 KT2302.The ellipsoidal height was determined by GPS observations KT2302.and is referenced to NAD 83. KT2302 KT2302.The geoid height was determined by GEOID03. KT2302 KT2302; North East Units Scale Factor Converg. KT2302;SPC CA 2 - 689,601.683 1,886,495.355 MT 0.99992680 -0 49 49.8 KT2302;SPC CA 2 - 2,262,468.19 6,189,276.84 sFT 0.99992680 -0 49 49.8 KT2302;UTM 10 - 4,357,583.640 472,670.749 MT 0.99960920 -0 12 04.4 KT2302 KT2302! - Elev Factor x Scale Factor = Combined Factor KT2302!SPC CA 2 - 0.99992872 x 0.99992680 = 0.99985553 KT2302!UTM 10 - 0.99992872 x 0.99960920 = 0.99953795 KT2302 KT2302 SUPERSEDED SURVEY CONTROL KT2302 KT2302 NAD 83(1992)- 39 22 02.21022(N) 123 19 02.11331(W) AD(1991.35) 1 KT2302 ELLIP H (08/24/94) 454.44 (m) GP(1991.35) 4 2 KT2302 KT2302.Superseded values are not recommended for survey control. KT2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2302.See file dsdata.txt to determine how the superseded data were derived. KT2302 KT2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7267157584(NAD 83) KT2302_MARKER: DD = SURVEY DISK KT2302_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2302_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2302_STAMPING: CA-HPGN-DENSIFICATION STA. 01-E6 1993 KT2302_MARK LOGO: CADT KT2302_PROJECTION: RECESSED 3 CENTIMETERS KT2302_MAGNETIC: N = NO MAGNETIC MATERIAL KT2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2302+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2302_ROD/PIPE-DEPTH: 4.57 meters KT2302_SLEEVE-DEPTH : 0.61 meters KT2302 KT2302 HISTORY - Date Condition Report By KT2302 HISTORY - 1993 MONUMENTED CADT KT2302 HISTORY - 19940114 GOOD KT2302 HISTORY - 20030225 GOOD INDIV KT2302 HISTORY - 20050407 GOOD CADT KT2302 KT2302 STATION DESCRIPTION KT2302 KT2302'DESCRIBED BY CALTRANS 1993 KT2302'600 KT2302'THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 16 MI (25.7 KM) KT2302'NORTH OF UKIAH AND ABOUT 3 MI (4.8 KM) SOUTH OF WILLITS. KT2302'$ KT2302'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2302'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2302'GO SOUTH ON HIGHWAY 101 FOR 3.75 MI (6.03 KM) TO THE STATION ON THE KT2302'RIGHT AT POST MILE 43.03. KT2302'$ KT2302'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2302'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 330 FT (100.6 M) SOUTHEAST KT2302'OF A CULVERT AT POST MILE 43.10, ABOUT 180 FT (54.9 M) NORTHWEST OF KT2302'AN OVERSIDE DRAIN AT POST MILE 42.99, 104 FT (31.7 M) SOUTHWEST OF KT2302'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE 4-LANE DIVIDED HIGHWAY, KT2302'81 FT (24.7 M) NORTHWEST OF POST MILE MARKER 43.00, 35.2 FT (10.7 M) KT2302'NORTHEAST OF A FENCE, AND 3.0 FT (0.9 M) NORTHEAST OF A WITNESS POST. KT2302'$ KT2302'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2302'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF KT2302'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN KT2302'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN KT2302'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EUREKA KT2302'AT (707) 445-6385. KT2302 KT2302 STATION RECOVERY (1994) KT2302 KT2302'RECOVERED 1994 KT2302'RECOVERED IN GOOD CONDITION. KT2302 KT2302 STATION RECOVERY (2003) KT2302 KT2302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TMM) KT2302'MARK FOUND TO BE IN GOOD CONDITION KT2302 KT2302 STATION RECOVERY (2005) KT2302 KT2302'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2302'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2302'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2302'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2303 *********************************************************************** KT2303 DESIGNATION - HPGN D CA 01 ED KT2303 PID - KT2303 KT2303 STATE/COUNTY- CA/MENDOCINO KT2303 USGS QUAD - MENDOCINO (1978) KT2303 KT2303 *CURRENT SURVEY CONTROL KT2303 ___________________________________________________________________ KT2303* NAD 83(1998)- 39 18 37.95806(N) 123 47 49.44743(W) ADJUSTED KT2303* NAVD 88 - 56.18 (meters) 184.3 (feet) LEVELING KT2303 ___________________________________________________________________ KT2303 EPOCH DATE - 2004.69 KT2303 X - -2,748,767.781 (meters) COMP KT2303 Y - -4,106,514.746 (meters) COMP KT2303 Z - 4,019,066.717 (meters) COMP KT2303 LAPLACE CORR- 10.14 (seconds) DEFLEC99 KT2303 ELLIP HEIGHT- 24.72 (meters) (09/28/05) GPS OBS KT2303 GEOID HEIGHT- -31.38 (meters) GEOID03 KT2303 KT2303 HORZ ORDER - B KT2303 VERT ORDER - THIRD ? KT2303 ELLP ORDER - FOURTH CLASS I KT2303 KT2303.The horizontal coordinates were established by GPS observations KT2303.and adjusted by the National Geodetic Survey in September 2005. KT2303.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2303.DATUM ITEM on the data sheet items page. KT2303.The horizontal coordinates are valid at the epoch date displayed above. KT2303.The epoch date for horizontal control is a decimal equivalence KT2303.of Year/Month/Day. KT2303 KT2303.The orthometric height was determined by differential leveling. KT2303.The vertical network tie was performed by a horz. field party for horz. KT2303.obs reductions. Reset procedures were used to establish the elevation. KT2303 KT2303.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2303 KT2303.The Laplace correction was computed from DEFLEC99 derived deflections. KT2303 KT2303.The ellipsoidal height was determined by GPS observations KT2303.and is referenced to NAD 83. KT2303 KT2303.The geoid height was determined by GEOID03. KT2303 KT2303; North East Units Scale Factor Converg. KT2303;SPC CA 2 - 684,012.524 1,845,031.303 MT 0.99992242 -1 07 58.8 KT2303;SPC CA 2 - 2,244,131.09 6,053,240.20 sFT 0.99992242 -1 07 58.8 KT2303;UTM 10 - 4,351,541.717 431,282.696 MT 0.99965814 -0 30 17.9 KT2303 KT2303! - Elev Factor x Scale Factor = Combined Factor KT2303!SPC CA 2 - 0.99999612 x 0.99992242 = 0.99991854 KT2303!UTM 10 - 0.99999612 x 0.99965814 = 0.99965426 KT2303 KT2303 SUPERSEDED SURVEY CONTROL KT2303 KT2303 NAD 83(1992)- 39 18 37.94189(N) 123 47 49.43553(W) AD(1991.35) 1 KT2303 ELLIP H (08/24/94) 24.79 (m) GP(1991.35) 4 2 KT2303 KT2303.Superseded values are not recommended for survey control. KT2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2303.See file dsdata.txt to determine how the superseded data were derived. KT2303 KT2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3128351542(NAD 83) KT2303_MARKER: DD = SURVEY DISK KT2303_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2303_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2303_STAMPING: CA-HPGN-DENSIFICATION STA. 01-ED 1993 KT2303_MARK LOGO: CADT KT2303_PROJECTION: RECESSED 8 CENTIMETERS KT2303_MAGNETIC: N = NO MAGNETIC MATERIAL KT2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2303+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2303_ROD/PIPE-DEPTH: 4.27 meters KT2303_SLEEVE-DEPTH : 0.61 meters KT2303 KT2303 HISTORY - Date Condition Report By KT2303 HISTORY - 1993 MONUMENTED CADT KT2303 HISTORY - 19940114 GOOD KT2303 HISTORY - 20050407 GOOD CADT KT2303 KT2303 STATION DESCRIPTION KT2303 KT2303'DESCRIBED BY CALTRANS 1993 KT2303'600 KT2303'THE STATION IS LOCATED ON STATE HIGHWAY 1 IN THE TOWN OF MENDOCINO, KT2303'ABOUT 9 MI (14.5 KM) SOUTH OF FORT BRAGG. KT2303'$ KT2303'TO REACH THE STATION FROM THE INTERSECTION OF LITTLE LAKE DRIVE KT2303'(COUNTY ROAD 408) AND HIGHWAY 1 IN THE TOWN OF MENDOCINO, GO KT2303'NORTHWEST ON HIGHWAY 1 FOR 0.10 MI (0.16 KM) TO THE STATION ON THE KT2303'LEFT. KT2303'$ KT2303'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2303'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 520 FT (158.5 M) NORTHWEST KT2303'OF THE CENTERLINE OF LITTLE LAKE DRIVE, 196 FT (59.7 M) SOUTHEAST OF KT2303'A SIGN FOR LITTLE LAKE RD./BUSINESS DISTRICT, 117 FT (35.7 M) KT2303'SOUTHEAST OF A FENCE CORNER, 60.8 FT (18.5 M) SOUTHWEST OF A YELLOW KT2303'MEDIAN STRIPE, 48.4 FT (14.8 M) SOUTHWEST OF A BROKEN WHITE STRIPE, KT2303'25.1 FT (7.7 M) SOUTHWEST OF THE EDGE OF PAVEMENT, 13.1 FT (4.0 M) KT2303'NORTHEAST OF A FENCE, AND 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST. KT2303'$ KT2303'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2303'SURVEY. KT2303 KT2303 STATION RECOVERY (1994) KT2303 KT2303'RECOVERED 1994 KT2303'RECOVERED IN GOOD CONDITION. KT2303 KT2303 STATION RECOVERY (2005) KT2303 KT2303'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2303'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2303'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2303'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2304 *********************************************************************** KT2304 DESIGNATION - HPGN D CA 01 EE KT2304 PID - KT2304 KT2304 STATE/COUNTY- CA/MENDOCINO KT2304 USGS QUAD - COMPTCHE (1991) KT2304 KT2304 *CURRENT SURVEY CONTROL KT2304 ___________________________________________________________________ KT2304* NAD 83(1998)- 39 21 15.85810(N) 123 36 51.74350(W) ADJUSTED KT2304* NAVD 88 - 99.5 (meters) 326. (feet) GPS OBS KT2304 ___________________________________________________________________ KT2304 EPOCH DATE - 2004.69 KT2304 X - -2,733,969.879 (meters) COMP KT2304 Y - -4,112,716.775 (meters) COMP KT2304 Z - 4,022,861.208 (meters) COMP KT2304 LAPLACE CORR- 6.52 (seconds) DEFLEC99 KT2304 ELLIP HEIGHT- 68.84 (meters) (09/28/05) GPS OBS KT2304 GEOID HEIGHT- -30.60 (meters) GEOID03 KT2304 KT2304 HORZ ORDER - B KT2304 ELLP ORDER - FOURTH CLASS I KT2304 KT2304.The horizontal coordinates were established by GPS observations KT2304.and adjusted by the National Geodetic Survey in September 2005. KT2304.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2304.DATUM ITEM on the data sheet items page. KT2304.The horizontal coordinates are valid at the epoch date displayed above. KT2304.The epoch date for horizontal control is a decimal equivalence KT2304.of Year/Month/Day. KT2304 KT2304.The orthometric height was determined by GPS observations and a KT2304.high-resolution geoid model. KT2304 KT2304.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2304 KT2304.The Laplace correction was computed from DEFLEC99 derived deflections. KT2304 KT2304.The ellipsoidal height was determined by GPS observations KT2304.and is referenced to NAD 83. KT2304 KT2304.The geoid height was determined by GEOID03. KT2304 KT2304; North East Units Scale Factor Converg. KT2304;SPC CA 2 - 688,585.223 1,860,870.639 MT 0.99992572 -1 01 04.1 KT2304;SPC CA 2 - 2,259,133.35 6,105,206.42 sFT 0.99992572 -1 01 04.1 KT2304;UTM 10 - 4,356,286.454 447,066.561 MT 0.99963450 -0 23 22.5 KT2304 KT2304! - Elev Factor x Scale Factor = Combined Factor KT2304!SPC CA 2 - 0.99998920 x 0.99992572 = 0.99991492 KT2304!UTM 10 - 0.99998920 x 0.99963450 = 0.99962370 KT2304 KT2304 SUPERSEDED SURVEY CONTROL KT2304 KT2304 NAD 83(1992)- 39 21 15.84480(N) 123 36 51.73168(W) AD(1991.35) 1 KT2304 ELLIP H (08/24/94) 68.94 (m) GP(1991.35) 4 2 KT2304 KT2304.Superseded values are not recommended for survey control. KT2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2304.See file dsdata.txt to determine how the superseded data were derived. KT2304 KT2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4706756286(NAD 83) KT2304_MARKER: DD = SURVEY DISK KT2304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KT2304+WITH SETTING: INFORMATION. KT2304_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2304_STAMPING: CA-HPGN-DENSIFICATION STA. 01-EE 1993 KT2304_MARK LOGO: CADT KT2304_PROJECTION: FLUSH KT2304_MAGNETIC: N = NO MAGNETIC MATERIAL KT2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2304+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2304_ROD/PIPE-DEPTH: 2.74 meters KT2304_SLEEVE-DEPTH : 0.61 meters KT2304 KT2304 HISTORY - Date Condition Report By KT2304 HISTORY - 1993 MONUMENTED CADT KT2304 HISTORY - 19940114 GOOD KT2304 HISTORY - 20050407 GOOD CADT KT2304 KT2304 STATION DESCRIPTION KT2304 KT2304'DESCRIBED BY CALTRANS 1993 KT2304'600 KT2304'THE STATION IS LOCATED ON STATE HIGHWAY 20 NEAR LAKE MCGUIRE, ABOUT 20 KT2304'MI (32.2 KM) WEST OF WILLITS AND ABOUT 14 MI (22.5 KM) EAST OF FORT KT2304'BRAGG. KT2304'$ KT2304'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2304'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2304'GO SOUTH ON HIGHWAY 101 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF KT2304'HIGHWAY 20 ON THE RIGHT. TURN RIGHT AND GO WEST ON HIGHWAY 20 FOR KT2304'15.88 MI (25.56 KM) TO THE BRIDGE OVER CHAMBERLAIN CREEK (NO. 10-101) KT2304'. CONTINUE WEST ON HIGHWAY 20 FOR 3.71 MI (5.97 KM) TO THE STATION ON KT2304'THE RIGHT AT POST MILE 13.57. THE STATION IS 2.97 MI (4.78 KM) EAST KT2304'OF PARLIN FORK CAMP ROAD (COUNTY ROAD 8077). KT2304'$ KT2304'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2304'IN CONCRETE FLUSH WITH THE GROUND, 312 FT (95.1 M) SOUTHEAST OF A KT2304'CULVERT AT POST MILE 13.50, 215 FT (65.5 M) WEST OF A CULVERT AT POST KT2304'MILE 13.61, ABOUT 70 FT (21.3 M) WEST OF A DRIVEWAY SOUTH AND A DIRT KT2304'ROAD NORTHWEST ALONG THE LAKE, 34.5 FT (10.5 M) SOUTHEAST OF THE END KT2304'OF A WOODEN FENCE, 33.5 FT (10.2 M) NORTHEAST OF THE HIGHWAY KT2304'CENTERLINE, 20.0 FT (6.1 M) NORTHEAST OF THE EDGE OF PAVING, AND 1.5 KT2304'FT (0.5 M) SOUTHWEST OF A WITNESS POST. KT2304'$ KT2304'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2304'SURVEY. KT2304 KT2304 STATION RECOVERY (1994) KT2304 KT2304'RECOVERED 1994 KT2304'RECOVERED IN GOOD CONDITION. KT2304 KT2304 STATION RECOVERY (2005) KT2304 KT2304'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2304'THE STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET ON AN ALUMINUM ROD KT2304'DRIVEN TO REFUSAL AND IS ACCESSED THROUGH A SECURTY ACCESS COVER. KT2304' KT2304'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2304'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2304'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2305 *********************************************************************** KT2305 DESIGNATION - HPGN D CA 01 EF KT2305 PID - KT2305 KT2305 STATE/COUNTY- CA/MENDOCINO KT2305 USGS QUAD - BURBECK (1991) KT2305 KT2305 *CURRENT SURVEY CONTROL KT2305 ___________________________________________________________________ KT2305* NAD 83(1998)- 39 23 35.16704(N) 123 26 51.99830(W) ADJUSTED KT2305* NAVD 88 - 582.7 (meters) 1912. (feet) GPS OBS KT2305 ___________________________________________________________________ KT2305 EPOCH DATE - 2004.69 KT2305 X - -2,720,703.891 (meters) COMP KT2305 Y - -4,118,686.690 (meters) COMP KT2305 Z - 4,026,489.394 (meters) COMP KT2305 LAPLACE CORR- 8.76 (seconds) DEFLEC99 KT2305 ELLIP HEIGHT- 552.67 (meters) (09/13/05) GPS OBS KT2305 GEOID HEIGHT- -29.97 (meters) GEOID03 KT2305 KT2305 HORZ ORDER - A KT2305 ELLP ORDER - FOURTH CLASS I KT2305 KT2305.The horizontal coordinates were established by GPS observations KT2305.and adjusted by the National Geodetic Survey in September 2005. KT2305.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2305.DATUM ITEM on the data sheet items page. KT2305.The horizontal coordinates are valid at the epoch date displayed above. KT2305.The epoch date for horizontal control is a decimal equivalence KT2305.of Year/Month/Day. KT2305 KT2305.The orthometric height was determined by GPS observations and a KT2305.high-resolution geoid model. KT2305 KT2305.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2305 KT2305.The Laplace correction was computed from DEFLEC99 derived deflections. KT2305 KT2305.The ellipsoidal height was determined by GPS observations KT2305.and is referenced to NAD 83. KT2305 KT2305.The geoid height was determined by GEOID03. KT2305 KT2305; North East Units Scale Factor Converg. KT2305;SPC CA 2 - 692,638.710 1,875,295.300 MT 0.99992912 -0 54 46.0 KT2305;SPC CA 2 - 2,272,432.17 6,152,531.33 sFT 0.99992912 -0 54 46.0 KT2305;UTM 10 - 4,360,496.627 461,441.564 MT 0.99961830 -0 17 03.0 KT2305 KT2305! - Elev Factor x Scale Factor = Combined Factor KT2305!SPC CA 2 - 0.99991330 x 0.99992912 = 0.99984243 KT2305!UTM 10 - 0.99991330 x 0.99961830 = 0.99953163 KT2305 KT2305 SUPERSEDED SURVEY CONTROL KT2305 KT2305 NAD 83(1992)- 39 23 35.15625(N) 123 26 51.98581(W) AD(1991.35) 1 KT2305 ELLIP H (08/24/94) 552.80 (m) GP(1991.35) 4 2 KT2305 KT2305.Superseded values are not recommended for survey control. KT2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2305.See file dsdata.txt to determine how the superseded data were derived. KT2305 KT2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6144260497(NAD 83) KT2305_MARKER: DD = SURVEY DISK KT2305_SETTING: 66 = SET IN ROCK OUTCROP KT2305_SP_SET: IN DRILL HOLE IN ROCK OUTCROP KT2305_STAMPING: CA-HPGN-DENSIFICATION STA. 01-EF 1993 KT2305_MARK LOGO: CADT KT2305_MAGNETIC: N = NO MAGNETIC MATERIAL KT2305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT2305+STABILITY: POSITION/ELEVATION WELL KT2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2305+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2305 KT2305 HISTORY - Date Condition Report By KT2305 HISTORY - 1993 MONUMENTED CADT KT2305 HISTORY - 19940118 GOOD KT2305 HISTORY - 20040901 GOOD CADT KT2305 HISTORY - 20050407 GOOD CADT KT2305 KT2305 STATION DESCRIPTION KT2305 KT2305'DESCRIBED BY CALTRANS 1993 KT2305'THE STATION IS LOCATED ON STATE HIGHWAY 20, ABOUT 18 MI (29.0 KM) EAST KT2305'OF FORT BRAGG AND ABOUT 6 MI (9.7 KM) WEST OF WILLITS. KT2305'$ KT2305'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2305'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2305'GO SOUTH ON HIGHWAY 101 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF KT2305'HIGHWAY 20 ON THE RIGHT. TURN RIGHT AND GO WEST ON HIGHWAY 20 FOR KT2305'6.24 MI (10.04 KM) TO THE STATION ON THE LEFT ON THE SOUTH SIDE OF AN KT2305'UNPAVED TURNOUT AT POST MILE 27.07. KT2305'$ KT2305'THE STATION IS IN A ROCK OUTCROP ABOUT 250 FT (76.2 M) SOUTHEAST OF A KT2305'ROAD TO THE NORTHEAST, 155 FT (47.2 M) SOUTHWEST OF THE HIGHWAY KT2305'CENTERLINE, 17.5 FT (5.3 M) SOUTHEAST OF A WITNESS POST, 7.5 FT KT2305'(2.3 M) EAST-SOUTHEAST OF A GALVANIZED STEEL FENCE POST CEMENTED INTO KT2305'THE OUTCROP AND 6.0 FT (1.8 M) SOUTHEAST OF AND 2 FT (0.6 M) LOWER KT2305'THAN THE HIGHEST POINT OF THE OUTCROP. KT2305'$ KT2305'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2305'SURVEY. KT2305 KT2305 STATION RECOVERY (1994) KT2305 KT2305'RECOVERED 1994 KT2305'RECOVERED IN GOOD CONDITION. KT2305 KT2305 STATION RECOVERY (2004) KT2305 KT2305'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2305'FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS OCCUPIED AS PART KT2305'OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION SURVEY OF 2004. KT2305 KT2305 STATION RECOVERY (2005) KT2305 KT2305'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2305'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2305'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2305'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2306 *********************************************************************** KT2306 DESIGNATION - HPGN D CA 01 F4 KT2306 PID - KT2306 KT2306 STATE/COUNTY- CA/MENDOCINO KT2306 USGS QUAD - INGLENOOK (1994) KT2306 KT2306 *CURRENT SURVEY CONTROL KT2306 ___________________________________________________________________ KT2306* NAD 83(1998)- 39 32 35.01524(N) 123 45 28.51861(W) ADJUSTED KT2306* NAVD 88 - 37.76 (meters) 123.9 (feet) LEVELING KT2306 ___________________________________________________________________ KT2306 EPOCH DATE - 2004.69 KT2306 X - -2,736,843.430 (meters) COMP KT2306 Y - -4,094,749.946 (meters) COMP KT2306 Z - 4,038,995.726 (meters) COMP KT2306 LAPLACE CORR- 9.14 (seconds) DEFLEC99 KT2306 ELLIP HEIGHT- 6.94 (meters) (09/13/05) GPS OBS KT2306 GEOID HEIGHT- -30.77 (meters) GEOID03 KT2306 KT2306 HORZ ORDER - A KT2306 VERT ORDER - THIRD ? KT2306 ELLP ORDER - FOURTH CLASS I KT2306 KT2306.The horizontal coordinates were established by GPS observations KT2306.and adjusted by the National Geodetic Survey in September 2005. KT2306.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2306.DATUM ITEM on the data sheet items page. KT2306.The horizontal coordinates are valid at the epoch date displayed above. KT2306.The epoch date for horizontal control is a decimal equivalence KT2306.of Year/Month/Day. KT2306 KT2306.The orthometric height was determined by differential leveling. KT2306.The vertical network tie was performed by a horz. field party for horz. KT2306.obs reductions. Reset procedures were used to establish the elevation. KT2306 KT2306.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2306 KT2306.The Laplace correction was computed from DEFLEC99 derived deflections. KT2306 KT2306.The ellipsoidal height was determined by GPS observations KT2306.and is referenced to NAD 83. KT2306 KT2306.The geoid height was determined by GEOID03. KT2306 KT2306; North East Units Scale Factor Converg. KT2306;SPC CA 2 - 709,754.700 1,848,905.965 MT 0.99994661 -1 06 29.9 KT2306;SPC CA 2 - 2,328,586.88 6,065,952.32 sFT 0.99994661 -1 06 29.9 KT2306;UTM 10 - 4,377,317.576 434,874.492 MT 0.99965222 -0 28 57.2 KT2306 KT2306! - Elev Factor x Scale Factor = Combined Factor KT2306!SPC CA 2 - 0.99999891 x 0.99994661 = 0.99994552 KT2306!UTM 10 - 0.99999891 x 0.99965222 = 0.99965113 KT2306 KT2306 SUPERSEDED SURVEY CONTROL KT2306 KT2306 NAD 83(1992)- 39 32 35.00174(N) 123 45 28.50686(W) AD(1991.35) 1 KT2306 ELLIP H (08/24/94) 7.03 (m) GP(1991.35) 4 2 KT2306 KT2306.Superseded values are not recommended for survey control. KT2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2306.See file dsdata.txt to determine how the superseded data were derived. KT2306 KT2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3487477318(NAD 83) KT2306_MARKER: DD = SURVEY DISK KT2306_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2306_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2306_STAMPING: CA-HPGN-DENSIFICATION STA. 01-F4 1993 KT2306_MARK LOGO: CADT KT2306_PROJECTION: FLUSH KT2306_MAGNETIC: N = NO MAGNETIC MATERIAL KT2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2306+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2306_ROD/PIPE-DEPTH: 4.57 meters KT2306_SLEEVE-DEPTH : 0.61 meters KT2306 KT2306 HISTORY - Date Condition Report By KT2306 HISTORY - 1993 MONUMENTED CADT KT2306 HISTORY - 19940118 GOOD KT2306 HISTORY - 20040901 GOOD CADT KT2306 HISTORY - 20050407 GOOD CADT KT2306 KT2306 STATION DESCRIPTION KT2306 KT2306'DESCRIBED BY CALTRANS 1993 KT2306'600 KT2306'THE STATION IS LOCATED ON STATE HIGHWAY 1, ABOUT 17 MI (27.4 KM) KT2306'SOUTHWEST OF LAYTONVILLE AND ABOUT 7 MI (11.3 KM) NORTH OF FORT BRAGG. KT2306'$ KT2306'TO REACH THE STATION FROM THE CALIFORNIA WESTERN RAILROAD DEPOT (SKUNK KT2306'TRAIN) ON REDWOOD AVENUE IN FORT BRAGG, GO EAST ON REDWOOD AVENUE FOR KT2306'0.05 MI (0.08 KM) TO THE INTERSECTION WITH HIGHWAY 1. TURN LEFT AND KT2306'GO NORTH ON HIGHWAY 1 FOR 7.91 MI (12.73 KM) TO THE STATION ON THE KT2306'RIGHT AT POST MILE 69.40, ABOUT 0.29 MI (0.47 KM) SOUTHEAST OF THE KT2306'TEN MILE RIVER BRIDGE. KT2306'$ KT2306'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2306'IN CONCRETE FLUSH WITH THE GROUND, 66 FT (20.1 M) SOUTHEAST OF A KT2306'CULVERT AT POST MILE 69.41, 24.6 FT (7.5 M) NORTHEAST OF THE HIGHWAY KT2306'CENTERLINE, 23.5 FT (7.2 M) SOUTHWEST OF A FENCE, 8.9 FT (2.7 M) KT2306'NORTHEAST OF THE EDGE OF PAVEMENT, AND 1.5 FT (0.5 M) SOUTHWEST OF A KT2306'WITNESS POST. KT2306'$ KT2306'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2306'SURVEY. KT2306 KT2306 STATION RECOVERY (1994) KT2306 KT2306'RECOVERED 1994 KT2306'RECOVERED IN GOOD CONDITION. KT2306 KT2306 STATION RECOVERY (2004) KT2306 KT2306'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2306'FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS OCCUPIED AS PART KT2306'OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION SURVEY OF 2004. KT2306 KT2306 STATION RECOVERY (2005) KT2306 KT2306'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2306'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2306'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2306'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2307 *********************************************************************** KT2307 DESIGNATION - HPGN D CA 01 F6 KT2307 PID - KT2307 KT2307 STATE/COUNTY- CA/MENDOCINO KT2307 USGS QUAD - WILLITS (1991) KT2307 KT2307 *CURRENT SURVEY CONTROL KT2307 ___________________________________________________________________ KT2307* NAD 83(1998)- 39 27 11.20301(N) 123 19 47.52736(W) ADJUSTED KT2307* NAVD 88 - 414.1 (meters) 1359. (feet) GPS OBS KT2307 ___________________________________________________________________ KT2307 EPOCH DATE - 2004.69 KT2307 X - -2,709,826.020 (meters) COMP KT2307 Y - -4,120,633.007 (meters) COMP KT2307 Z - 4,031,529.627 (meters) COMP KT2307 LAPLACE CORR- 6.84 (seconds) DEFLEC99 KT2307 ELLIP HEIGHT- 384.50 (meters) (09/28/05) GPS OBS KT2307 GEOID HEIGHT- -29.51 (meters) GEOID03 KT2307 KT2307 HORZ ORDER - B KT2307 ELLP ORDER - FOURTH CLASS I KT2307 KT2307.The horizontal coordinates were established by GPS observations KT2307.and adjusted by the National Geodetic Survey in September 2005. KT2307.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2307.DATUM ITEM on the data sheet items page. KT2307.The horizontal coordinates are valid at the epoch date displayed above. KT2307.The epoch date for horizontal control is a decimal equivalence KT2307.of Year/Month/Day. KT2307 KT2307.The orthometric height was determined by GPS observations and a KT2307.high-resolution geoid model. KT2307 KT2307.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2307 KT2307.The Laplace correction was computed from DEFLEC99 derived deflections. KT2307 KT2307.The ellipsoidal height was determined by GPS observations KT2307.and is referenced to NAD 83. KT2307 KT2307.The geoid height was determined by GEOID03. KT2307 KT2307; North East Units Scale Factor Converg. KT2307;SPC CA 2 - 699,144.859 1,885,548.118 MT 0.99993530 -0 50 18.4 KT2307;SPC CA 2 - 2,293,777.76 6,186,169.12 sFT 0.99993530 -0 50 18.4 KT2307;UTM 10 - 4,367,112.779 471,619.136 MT 0.99960992 -0 12 34.6 KT2307 KT2307! - Elev Factor x Scale Factor = Combined Factor KT2307!SPC CA 2 - 0.99993968 x 0.99993530 = 0.99987498 KT2307!UTM 10 - 0.99993968 x 0.99960992 = 0.99954962 KT2307 KT2307 SUPERSEDED SURVEY CONTROL KT2307 KT2307 NAD 83(1992)- 39 27 11.19534(N) 123 19 47.51595(W) AD(1991.35) 1 KT2307 ELLIP H (08/24/94) 384.59 (m) GP(1991.35) 4 2 KT2307 KT2307.Superseded values are not recommended for survey control. KT2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2307.See file dsdata.txt to determine how the superseded data were derived. KT2307 KT2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7161967113(NAD 83) KT2307_MARKER: DD = SURVEY DISK KT2307_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2307_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2307_STAMPING: CA-HPGN-DENSIFICATION STA. 01-F6 1993 KT2307_MARK LOGO: CADT KT2307_PROJECTION: RECESSED 8 CENTIMETERS KT2307_MAGNETIC: N = NO MAGNETIC MATERIAL KT2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2307+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2307_ROD/PIPE-DEPTH: 3.66 meters KT2307_SLEEVE-DEPTH : 0.61 meters KT2307 KT2307 HISTORY - Date Condition Report By KT2307 HISTORY - 1993 MONUMENTED CADT KT2307 HISTORY - 19940118 GOOD KT2307 HISTORY - 20050407 GOOD CADT KT2307 KT2307 STATION DESCRIPTION KT2307 KT2307'DESCRIBED BY CALTRANS 1993 KT2307'600 KT2307'THE STATION IS LOCATED ON REYNOLDS HIGHWAY, COUNTY ROAD 310, ABOUT 3.5 KT2307'MI (5.6 KM) NORTHEAST OF WILLITS. KT2307'$ KT2307'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2307'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2307'GO NORTH ON HIGHWAY 101 FOR 4.40 MI (7.08 KM) TO A SIDE ROAD RIGHT, KT2307'REYNOLDS HIGHWAY, AT POST MILE 50.80. TURN RIGHT AND GO SOUTHEAST ON KT2307'REYNOLDS HIGHWAY FOR 1.87 MI (3.01 KM) TO A WIDE TURNOUT AND THE KT2307'STATION ON THE RIGHT, ON THE WEST SIDE OF THE ROAD, OPPOSITE THE KT2307'HIGHEST PART OF A CUT ON THE EAST SIDE OF THE ROAD. KT2307'$ KT2307'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2307'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 122 FT (37.2 M) KT2307'SOUTH-SOUTHEAST OF AN 8-INCH DIAMETER BY 4 FT (1.2 M) HIGH WOOD POST KT2307'AT THE NORTH END OF THE TURNOUT, 50.1 FT (15.3 M) WEST OF THE ROAD KT2307'CENTERLINE, 5.4 FT (1.6 M) EAST OF A FENCE, AND 5.0 FT (1.5 M) EAST KT2307'OF A WITNESS POST. KT2307'$ KT2307'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2307'SURVEY. KT2307 KT2307 STATION RECOVERY (1994) KT2307 KT2307'RECOVERED 1994 KT2307'RECOVERED IN GOOD CONDITION. KT2307 KT2307 STATION RECOVERY (2005) KT2307 KT2307'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2307'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2307'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2307'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2309 *********************************************************************** KT2309 DESIGNATION - HPGN D CA 01 FF KT2309 PID - KT2309 KT2309 STATE/COUNTY- CA/MENDOCINO KT2309 USGS QUAD - LONGVALE (1994) KT2309 KT2309 *CURRENT SURVEY CONTROL KT2309 ___________________________________________________________________ KT2309* NAD 83(1998)- 39 32 30.39174(N) 123 27 21.94580(W) ADJUSTED KT2309* NAVD 88 - 776.7 (meters) 2548. (feet) GPS OBS KT2309 ___________________________________________________________________ KT2309 EPOCH DATE - 2004.69 KT2309 X - -2,715,599.697 (meters) COMP KT2309 Y - -4,109,662.251 (meters) COMP KT2309 Z - 4,039,356.931 (meters) COMP KT2309 LAPLACE CORR- 4.23 (seconds) DEFLEC99 KT2309 ELLIP HEIGHT- 747.02 (meters) (09/28/05) GPS OBS KT2309 GEOID HEIGHT- -29.60 (meters) GEOID03 KT2309 KT2309 HORZ ORDER - B KT2309 ELLP ORDER - FOURTH CLASS I KT2309 KT2309.The horizontal coordinates were established by GPS observations KT2309.and adjusted by the National Geodetic Survey in September 2005. KT2309.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2309.DATUM ITEM on the data sheet items page. KT2309.The horizontal coordinates are valid at the epoch date displayed above. KT2309.The epoch date for horizontal control is a decimal equivalence KT2309.of Year/Month/Day. KT2309 KT2309.The orthometric height was determined by GPS observations and a KT2309.high-resolution geoid model. KT2309 KT2309.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2309 KT2309.The Laplace correction was computed from DEFLEC99 derived deflections. KT2309 KT2309.The ellipsoidal height was determined by GPS observations KT2309.and is referenced to NAD 83. KT2309 KT2309.The geoid height was determined by GEOID03. KT2309 KT2309; North East Units Scale Factor Converg. KT2309;SPC CA 2 - 709,153.395 1,874,843.269 MT 0.99994643 -0 55 04.9 KT2309;SPC CA 2 - 2,326,614.10 6,151,048.29 sFT 0.99994643 -0 55 04.9 KT2309;UTM 10 - 4,377,000.104 460,808.717 MT 0.99961891 -0 17 25.3 KT2309 KT2309! - Elev Factor x Scale Factor = Combined Factor KT2309!SPC CA 2 - 0.99988282 x 0.99994643 = 0.99982925 KT2309!UTM 10 - 0.99988282 x 0.99961891 = 0.99950177 KT2309 KT2309 SUPERSEDED SURVEY CONTROL KT2309 KT2309 NAD 83(1992)- 39 32 30.38171(N) 123 27 21.93302(W) AD(1991.35) 1 KT2309 ELLIP H (08/24/94) 747.14 (m) GP(1991.35) 4 2 KT2309 KT2309.Superseded values are not recommended for survey control. KT2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2309.See file dsdata.txt to determine how the superseded data were derived. KT2309 KT2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6080977000(NAD 83) KT2309_MARKER: DD = SURVEY DISK KT2309_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2309_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2309_STAMPING: CA-HPGN-DENSIFICATION STA. 01-FF 1993 KT2309_MARK LOGO: CADT KT2309_PROJECTION: RECESSED 8 CENTIMETERS KT2309_MAGNETIC: N = NO MAGNETIC MATERIAL KT2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2309+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2309_ROD/PIPE-DEPTH: 3.66 meters KT2309_SLEEVE-DEPTH : 0.61 meters KT2309 KT2309 HISTORY - Date Condition Report By KT2309 HISTORY - 1993 MONUMENTED CADT KT2309 HISTORY - 19940118 GOOD KT2309 HISTORY - 20050407 GOOD CADT KT2309 KT2309 STATION DESCRIPTION KT2309 KT2309'DESCRIBED BY CALTRANS 1993 KT2309'600 KT2309'THE STATION IS LOCATED ON SHERWOOD ROAD, COUNTY ROAD 311, ABOUT 11 MI KT2309'(17.7 KM) NORTHWEST OF WILLITS AND ABOUT 10 MI (16.1 KM) SOUTH OF KT2309'LAYTONVILLE. KT2309'$ KT2309'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2309'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2309'GO NORTH ON HIGHWAY 101 FOR 0.46 MI (0.74 KM) TO A SIDE ROAD LEFT, KT2309'SHERWOOD ROAD (COUNTY ROAD 311). TURN LEFT AND GO NORTH ON THE PAVED KT2309'PORTION OF SHERWOOD ROAD FOR 10.26 MI (16.51 KM) TO A T-INTERSECTION KT2309'WITH FORT BRAGG-SHERWOOD ROAD (COUNTY ROAD 419) ON THE LEFT. TURN KT2309'RIGHT AND CONTINUE NORTH ON THE UNPAVED PORTION OF SHERWOOD ROAD FOR KT2309'1.24 MI (2.00 KM) TO THE HIGHEST POINT ON THE ROAD AND THE STATION ON KT2309'THE LEFT. KT2309'$ KT2309'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2309'IN CONCRETE FLUSH WITH THE GROUND, ON THE SOUTH SIDE OF THE ROAD, KT2309'ABOUT 590 FT (179.8 M) WEST OF A CULVERT AT POST MILE 11.06, 40.1 FT KT2309'(12.2 M) SOUTH OF A FENCE ON THE NORTH SIDE OF THE ROAD, AND 3.0 FT KT2309'(0.9 M) NORTH OF A WITNESS POST. KT2309'$ KT2309'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2309'SURVEY. KT2309 KT2309 STATION RECOVERY (1994) KT2309 KT2309'RECOVERED 1994 KT2309'RECOVERED IN GOOD CONDITION. KT2309 KT2309 STATION RECOVERY (2005) KT2309 KT2309'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2309'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2309'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2309'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2310 *********************************************************************** KT2310 DESIGNATION - HPGN D CA 01 GE KT2310 PID - KT2310 KT2310 STATE/COUNTY- CA/MENDOCINO KT2310 USGS QUAD - LAYTONVILLE (1994) KT2310 KT2310 *CURRENT SURVEY CONTROL KT2310 ___________________________________________________________________ KT2310* NAD 83(1998)- 39 40 04.89131(N) 123 28 34.67553(W) ADJUSTED KT2310* NAVD 88 - 506.1 (meters) 1660. (feet) GPS OBS KT2310 ___________________________________________________________________ KT2310 EPOCH DATE - 2004.69 KT2310 X - -2,712,004.298 (meters) COMP KT2310 Y - -4,101,076.487 (meters) COMP KT2310 Z - 4,049,985.208 (meters) COMP KT2310 LAPLACE CORR- 6.01 (seconds) DEFLEC99 KT2310 ELLIP HEIGHT- 476.59 (meters) (09/28/05) GPS OBS KT2310 GEOID HEIGHT- -29.47 (meters) GEOID03 KT2310 KT2310 HORZ ORDER - B KT2310 ELLP ORDER - FOURTH CLASS I KT2310 KT2310.The horizontal coordinates were established by GPS observations KT2310.and adjusted by the National Geodetic Survey in September 2005. KT2310.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2310.DATUM ITEM on the data sheet items page. KT2310.The horizontal coordinates are valid at the epoch date displayed above. KT2310.The epoch date for horizontal control is a decimal equivalence KT2310.of Year/Month/Day. KT2310 KT2310.The orthometric height was determined by GPS observations and a KT2310.high-resolution geoid model. KT2310 KT2310.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2310 KT2310.The Laplace correction was computed from DEFLEC99 derived deflections. KT2310 KT2310.The ellipsoidal height was determined by GPS observations KT2310.and is referenced to NAD 83. KT2310 KT2310.The geoid height was determined by GEOID03. KT2310 KT2310; North East Units Scale Factor Converg. KT2310;SPC CA 2 - 723,196.097 1,873,334.611 MT 0.99996644 -0 55 50.7 KT2310;SPC CA 2 - 2,372,685.86 6,146,098.64 sFT 0.99996644 -0 55 50.7 KT2310;UTM 10 - 4,391,020.733 459,146.994 MT 0.99962055 -0 18 14.6 KT2310 KT2310! - Elev Factor x Scale Factor = Combined Factor KT2310!SPC CA 2 - 0.99992524 x 0.99996644 = 0.99989168 KT2310!UTM 10 - 0.99992524 x 0.99962055 = 0.99954581 KT2310 KT2310 SUPERSEDED SURVEY CONTROL KT2310 KT2310 NAD 83(1992)- 39 40 04.88383(N) 123 28 34.66355(W) AD(1991.35) 1 KT2310 ELLIP H (08/24/94) 476.72 (m) GP(1991.35) 4 2 KT2310 KT2310.Superseded values are not recommended for survey control. KT2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2310.See file dsdata.txt to determine how the superseded data were derived. KT2310 KT2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5914791021(NAD 83) KT2310_MARKER: DD = SURVEY DISK KT2310_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2310_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2310_STAMPING: CA-HPGN-DENSIFICATION STA. 01-GE 1993 KT2310_MARK LOGO: CADT KT2310_PROJECTION: FLUSH KT2310_MAGNETIC: N = NO MAGNETIC MATERIAL KT2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2310+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2310_ROD/PIPE-DEPTH: 4.57 meters KT2310_SLEEVE-DEPTH : 0.61 meters KT2310 KT2310 HISTORY - Date Condition Report By KT2310 HISTORY - 1993 MONUMENTED CADT KT2310 HISTORY - 19940118 GOOD KT2310 HISTORY - 20050407 GOOD CADT KT2310 KT2310 STATION DESCRIPTION KT2310 KT2310'DESCRIBED BY CALTRANS 1993 KT2310'600 KT2310'THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 20 MI (32.2 KM) KT2310'NORTH OF WILLITS AND ABOUT 1.3 MI (2.1 KM) SOUTH OF LAYTONVILLE. KT2310'$ KT2310'TO REACH THE STATION FROM THE U.S. POST OFFICE ON RAMSEY ROAD (COUNTY KT2310'ROAD 319A) IN LAYTONVILLE, GO EAST ON RAMSEY ROAD FOR 0.10 MI KT2310'(0.16 KM) TO HIGHWAY 101. TURN RIGHT AND GO SOUTH ON HIGHWAY 101 FOR KT2310'1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT AT POST MILE 68.00. KT2310'$ KT2310'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2310'IN CONCRETE FLUSH WITH THE GROUND, 58.0 FT (17.7 M) WEST OF THE KT2310'HIGHWAY CENTERLINE, 3.0 FT (0.9 M) EAST OF A FENCE, 3.0 FT (0.9 M) KT2310'EAST OF A WITNESS POST, AND ABOUT 3 FT (0.9 M) LOWER THAN THE HIGHWAY. KT2310'$ KT2310'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2310'SURVEY. KT2310 KT2310 STATION RECOVERY (1994) KT2310 KT2310'RECOVERED 1994 KT2310'RECOVERED IN GOOD CONDITION. KT2310 KT2310 STATION RECOVERY (2005) KT2310 KT2310'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2310'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2310'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2310'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2311 *********************************************************************** KT2311 DESIGNATION - HPGN D CA 01 GF KT2311 PID - KT2311 KT2311 STATE/COUNTY- CA/MENDOCINO KT2311 USGS QUAD - WILLIS RIDGE (1994) KT2311 KT2311 *CURRENT SURVEY CONTROL KT2311 ___________________________________________________________________ KT2311* NAD 83(1998)- 39 37 29.43240(N) 123 20 47.82473(W) ADJUSTED KT2311* NAVD 88 - 328.4 (meters) 1077. (feet) GPS OBS KT2311 ___________________________________________________________________ KT2311 EPOCH DATE - 2004.69 KT2311 X - -2,704,321.735 (meters) COMP KT2311 Y - -4,109,645.654 (meters) COMP KT2311 Z - 4,046,179.948 (meters) COMP KT2311 LAPLACE CORR- 4.92 (seconds) DEFLEC99 KT2311 ELLIP HEIGHT- 299.06 (meters) (09/13/05) GPS OBS KT2311 GEOID HEIGHT- -29.28 (meters) GEOID03 KT2311 KT2311 HORZ ORDER - A KT2311 ELLP ORDER - FOURTH CLASS I KT2311 KT2311.The horizontal coordinates were established by GPS observations KT2311.and adjusted by the National Geodetic Survey in September 2005. KT2311.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2311.DATUM ITEM on the data sheet items page. KT2311.The horizontal coordinates are valid at the epoch date displayed above. KT2311.The epoch date for horizontal control is a decimal equivalence KT2311.of Year/Month/Day. KT2311 KT2311.The orthometric height was determined by GPS observations and a KT2311.high-resolution geoid model. KT2311 KT2311.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2311 KT2311.The Laplace correction was computed from DEFLEC99 derived deflections. KT2311 KT2311.The ellipsoidal height was determined by GPS observations KT2311.and is referenced to NAD 83. KT2311 KT2311.The geoid height was determined by GEOID03. KT2311 KT2311; North East Units Scale Factor Converg. KT2311;SPC CA 2 - 718,229.473 1,884,389.237 MT 0.99995905 -0 50 56.4 KT2311;SPC CA 2 - 2,356,391.20 6,182,367.02 sFT 0.99995905 -0 50 56.4 KT2311;UTM 10 - 4,386,177.126 470,251.479 MT 0.99961090 -0 13 15.8 KT2311 KT2311! - Elev Factor x Scale Factor = Combined Factor KT2311!SPC CA 2 - 0.99995308 x 0.99995905 = 0.99991214 KT2311!UTM 10 - 0.99995308 x 0.99961090 = 0.99956400 KT2311 KT2311 SUPERSEDED SURVEY CONTROL KT2311 KT2311 NAD 83(1992)- 39 37 29.42462(N) 123 20 47.81226(W) AD(1991.35) 1 KT2311 ELLIP H (08/24/94) 299.18 (m) GP(1991.35) 4 2 KT2311 KT2311.Superseded values are not recommended for survey control. KT2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2311.See file dsdata.txt to determine how the superseded data were derived. KT2311 KT2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7025186177(NAD 83) KT2311_MARKER: DD = SURVEY DISK KT2311_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2311_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2311_STAMPING: CA-HPGN-DENSIFICATION STA. 01-GF 1993 KT2311_MARK LOGO: CADT KT2311_PROJECTION: FLUSH KT2311_MAGNETIC: N = NO MAGNETIC MATERIAL KT2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2311+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2311_ROD/PIPE-DEPTH: 3.66 meters KT2311_SLEEVE-DEPTH : 0.61 meters KT2311 KT2311 HISTORY - Date Condition Report By KT2311 HISTORY - 1993 MONUMENTED CADT KT2311 HISTORY - 19940118 GOOD KT2311 HISTORY - 20040901 GOOD CADT KT2311 HISTORY - 20050407 GOOD CADT KT2311 KT2311 STATION DESCRIPTION KT2311 KT2311'DESCRIBED BY CALTRANS 1993 KT2311'600 KT2311'THE STATION IS LOCATED ON STATE HIGHWAY 162, ABOUT 15 MI (24.1 KM) KT2311'NORTH OF WILLITS AND ABOUT 13 MI (20.9 KM) SOUTHWEST OF COVELO. KT2311'$ KT2311'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2311'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2311'GO NORTH ON HIGHWAY 101 FOR 12.65 MI (20.36 KM) TO THE JUNCTION OF KT2311'HIGHWAY 162 ON THE RIGHT. TURN RIGHT AND GO NORTHEAST ON HIGHWAY 162 KT2311'FOR 8.20 MI (13.20 KM) TO THE STATION ON THE LEFT, ON TOP OF A CUT KT2311'BANK ON THE WEST SIDE OF THE HIGHWAY, AT POST MILE 8.18. KT2311'$ KT2311'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2311'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 400 FT (121.9 M) SOUTH OF KT2311'THE SOUTH END OF THE MIDDLE FORK OF EEL RIVER BRIDGE (NO. 10-236) ON KT2311'HIGHWAY 162, 60 FT (18.3 M) SOUTH OF A POWER POLE, 30.5 FT (9.3 M) KT2311'WEST OF THE HIGHWAY CENTERLINE, AND 2.0 FT (0.6 M) EAST OF A WITNESS KT2311'POST. KT2311'$ KT2311'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2311'SURVEY. KT2311 KT2311 STATION RECOVERY (1994) KT2311 KT2311'RECOVERED 1994 KT2311'RECOVERED IN GOOD CONDITION. KT2311 KT2311 STATION RECOVERY (2004) KT2311 KT2311'RECOVERY NOTE BY CALTRANS 2004 (GN) KT2311'STATION FOUND AS DESCRIBED. THE STATION WAS OCCUPIED AS PART OF THE KT2311'NROS (CALTRANS) HEIGHT MODERNIZATION OF 2004. KT2311 KT2311 STATION RECOVERY (2005) KT2311 KT2311'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2311'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2311'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2311'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2312 *********************************************************************** KT2312 DESIGNATION - HPGN D CA 01 HE KT2312 PID - KT2312 KT2312 STATE/COUNTY- CA/MENDOCINO KT2312 USGS QUAD - TAN OAK PARK (1994) KT2312 KT2312 *CURRENT SURVEY CONTROL KT2312 ___________________________________________________________________ KT2312* NAD 83(1998)- 39 46 25.29732(N) 123 32 44.98365(W) ADJUSTED KT2312* NAVD 88 - 484.4 (meters) 1589. (feet) GPS OBS KT2312 ___________________________________________________________________ KT2312 EPOCH DATE - 2004.69 KT2312 X - -2,712,826.367 (meters) COMP KT2312 Y - -4,091,519.213 (meters) COMP KT2312 Z - 4,058,996.023 (meters) COMP KT2312 LAPLACE CORR- 5.14 (seconds) DEFLEC99 KT2312 ELLIP HEIGHT- 454.80 (meters) (09/28/05) GPS OBS KT2312 GEOID HEIGHT- -29.52 (meters) GEOID03 KT2312 KT2312 HORZ ORDER - B KT2312 ELLP ORDER - FOURTH CLASS I KT2312 KT2312.The horizontal coordinates were established by GPS observations KT2312.and adjusted by the National Geodetic Survey in September 2005. KT2312.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2312.DATUM ITEM on the data sheet items page. KT2312.The horizontal coordinates are valid at the epoch date displayed above. KT2312.The epoch date for horizontal control is a decimal equivalence KT2312.of Year/Month/Day. KT2312 KT2312.The orthometric height was determined by GPS observations and a KT2312.high-resolution geoid model. KT2312 KT2312.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2312 KT2312.The Laplace correction was computed from DEFLEC99 derived deflections. KT2312 KT2312.The ellipsoidal height was determined by GPS observations KT2312.and is referenced to NAD 83. KT2312 KT2312.The geoid height was determined by GEOID03. KT2312 KT2312; North East Units Scale Factor Converg. KT2312;SPC CA 2 - 735,025.593 1,867,569.097 MT 0.99998692 -0 58 28.5 KT2312;SPC CA 2 - 2,411,496.47 6,127,182.95 sFT 0.99998692 -0 58 28.5 KT2312;UTM 10 - 4,402,782.375 453,254.645 MT 0.99962690 -0 20 57.1 KT2312 KT2312! - Elev Factor x Scale Factor = Combined Factor KT2312!SPC CA 2 - 0.99992866 x 0.99998692 = 0.99991558 KT2312!UTM 10 - 0.99992866 x 0.99962690 = 0.99955558 KT2312 KT2312 SUPERSEDED SURVEY CONTROL KT2312 KT2312 NAD 83(1992)- 39 46 25.28965(N) 123 32 44.97110(W) AD(1991.35) 1 KT2312 ELLIP H (08/24/94) 454.88 (m) GP(1991.35) 4 2 KT2312 KT2312.Superseded values are not recommended for survey control. KT2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2312.See file dsdata.txt to determine how the superseded data were derived. KT2312 KT2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK5325502782(NAD 83) KT2312_MARKER: DD = SURVEY DISK KT2312_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2312_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2312_STAMPING: CA-HPGN-DENSIFICATION STA. 01-HE 1994 KT2312_MARK LOGO: CADT KT2312_PROJECTION: FLUSH KT2312_MAGNETIC: N = NO MAGNETIC MATERIAL KT2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2312+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2312_ROD/PIPE-DEPTH: 3.35 meters KT2312_SLEEVE-DEPTH : 0.61 meters KT2312 KT2312 HISTORY - Date Condition Report By KT2312 HISTORY - 1994 MONUMENTED CADT KT2312 HISTORY - 20050407 GOOD CADT KT2312 KT2312 STATION DESCRIPTION KT2312 KT2312'DESCRIBED BY CALTRANS 1994 KT2312'600 KT2312'THE STATION IS LOCATED ON U.S. HIGHWAY 101, ABOUT 11 MI (17.7 KM) KT2312'SOUTHEAST OF LEGGETT AND ABOUT 7 MI (11.3 KM) NORTH OF LAYTONVILLE. KT2312'$ KT2312'TO REACH THE STATION FROM THE U.S. POST OFFICE ON RAMSEY ROAD (COUNTY KT2312'ROAD 319A) IN LAYTONVILLE, GO EAST ON RAMSEY ROAD FOR 0.10 MI KT2312'(0.16 KM) TO HIGHWAY 101. TURN LEFT AND GO NORTH ON HIGHWAY 101 FOR KT2312'7.45 MI (11.99 KM) TO THE STATION ON THE RIGHT AT POST MILE 76.65. KT2312'$ KT2312'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2312'IN CONCRETE FLUSH WITH THE GROUND, AT THE NORTH END OF A GRAVEL KT2312'TURNOUT ON THE EAST SIDE OF A THREE LANE SECTION OF HIGHWAY 101, KT2312'ABOUT 315 FT (96.0 M) NORTH OF A ROAD TO THE EAST, ABOUT 135 FT KT2312'(41.1 M) NORTH OF A CULVERT AT POST MILE 76.62, 45.0 FT (13.7 M) EAST KT2312'OF THE EDGE OF PAVING OF HIGHWAY 101, 20.5 FT (6.2 M) WEST OF AN KT2312'ACCESS FENCE, 3.0 FT (0.9 M) WEST OF A WITNESS POST, AND LEVEL WITH KT2312'THE HIGHWAY. KT2312'$ KT2312'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2312'SURVEY. KT2312 KT2312 STATION RECOVERY (2005) KT2312 KT2312'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2312'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2312'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2312'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2313 *********************************************************************** KT2313 DESIGNATION - HPGN D CA 01 HF KT2313 PID - KT2313 KT2313 STATE/COUNTY- CA/MENDOCINO KT2313 USGS QUAD - DOS RIOS (1994) KT2313 KT2313 *CURRENT SURVEY CONTROL KT2313 ___________________________________________________________________ KT2313* NAD 83(1998)- 39 42 26.07401(N) 123 19 03.21367(W) ADJUSTED KT2313* NAVD 88 - 376.9 (meters) 1237. (feet) GPS OBS KT2313 ___________________________________________________________________ KT2313 EPOCH DATE - 2004.69 KT2313 X - -2,699,049.810 (meters) COMP KT2313 Y - -4,106,167.721 (meters) COMP KT2313 Z - 4,053,253.827 (meters) COMP KT2313 LAPLACE CORR- 4.63 (seconds) DEFLEC99 KT2313 ELLIP HEIGHT- 347.62 (meters) (09/28/05) GPS OBS KT2313 GEOID HEIGHT- -29.20 (meters) GEOID03 KT2313 KT2313 HORZ ORDER - B KT2313 ELLP ORDER - FOURTH CLASS I KT2313 KT2313.The horizontal coordinates were established by GPS observations KT2313.and adjusted by the National Geodetic Survey in September 2005. KT2313.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2313.DATUM ITEM on the data sheet items page. KT2313.The horizontal coordinates are valid at the epoch date displayed above. KT2313.The epoch date for horizontal control is a decimal equivalence KT2313.of Year/Month/Day. KT2313 KT2313.The orthometric height was determined by GPS observations and a KT2313.high-resolution geoid model. KT2313 KT2313.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2313 KT2313.The Laplace correction was computed from DEFLEC99 derived deflections. KT2313 KT2313.The ellipsoidal height was determined by GPS observations KT2313.and is referenced to NAD 83. KT2313 KT2313.The geoid height was determined by GEOID03. KT2313 KT2313; North East Units Scale Factor Converg. KT2313;SPC CA 2 - 727,340.409 1,887,016.452 MT 0.99997364 -0 49 50.4 KT2313;SPC CA 2 - 2,386,282.66 6,190,986.48 sFT 0.99997364 -0 49 50.4 KT2313;UTM 10 - 4,395,313.049 472,777.798 MT 0.99960912 -0 12 10.4 KT2313 KT2313! - Elev Factor x Scale Factor = Combined Factor KT2313!SPC CA 2 - 0.99994547 x 0.99997364 = 0.99991911 KT2313!UTM 10 - 0.99994547 x 0.99960912 = 0.99955461 KT2313 KT2313 SUPERSEDED SURVEY CONTROL KT2313 KT2313 NAD 83(1992)- 39 42 26.06870(N) 123 19 03.20179(W) AD(1991.35) 1 KT2313 ELLIP H (08/24/94) 347.76 (m) GP(1991.35) 4 2 KT2313 KT2313.Superseded values are not recommended for survey control. KT2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2313.See file dsdata.txt to determine how the superseded data were derived. KT2313 KT2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7277895313(NAD 83) KT2313_MARKER: DD = SURVEY DISK KT2313_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) KT2313_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2313_STAMPING: CA-HPGN-DENSIFICATION STA. 01-HF 1993 KT2313_MARK LOGO: CADT KT2313_PROJECTION: RECESSED 8 CENTIMETERS KT2313_MAGNETIC: N = NO MAGNETIC MATERIAL KT2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2313+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2313_ROD/PIPE-DEPTH: 3.66 meters KT2313_SLEEVE-DEPTH : 0.61 meters KT2313 KT2313 HISTORY - Date Condition Report By KT2313 HISTORY - 1993 MONUMENTED CADT KT2313 HISTORY - 19940118 GOOD KT2313 HISTORY - 20050407 GOOD CADT KT2313 KT2313 STATION DESCRIPTION KT2313 KT2313'DESCRIBED BY CALTRANS 1993 KT2313'600 KT2313'THE STATION IS LOCATED ON STATE HIGHWAY 162, ABOUT 8 MI (12.9 KM) EAST KT2313'OF LAYTONVILLE AND ABOUT 7 MI (11.3 KM) SOUTHWEST OF COVELO. KT2313'$ KT2313'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE SOUTHEAST CORNER KT2313'OF EAST VALLEY STREET AND U.S. HIGHWAY 101 (MAIN STREET) IN WILLITS, KT2313'GO NORTH ON HIGHWAY 101 FOR 12.65 MI (20.36 KM) TO THE JUNCTION OF KT2313'HIGHWAY 162 ON THE RIGHT. TURN RIGHT AND GO NORTHEAST ON HIGHWAY 162 KT2313'FOR 15.17 MI (24.41 KM) TO THE BRIDGE OVER THE MIDDLE FORK OF THE EEL KT2313'RIVER (NO. 10-252) NEAR DOS RIOS AT POST MILE 15.14. CONTINUE EAST ON KT2313'HIGHWAY 162 FOR 1.94 MI (3.12 KM) TO THE STATION ON THE RIGHT AT POST KT2313'MILE 17.08, ABOUT 0.6 MI (1.0 KM) SOUTH OF HOSEA CREEK. KT2313'$ KT2313'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2313'IN CONCRETE FLUSH WITH THE GROUND, AT THE SOUTH EDGE OF A GRADED AREA KT2313'BELOW A GRAVEL TURNOUT, 100.0 FT (30.5 M) SOUTH OF THE HIGHWAY KT2313'CENTERLINE, 70.0 FT (21.3 M) SOUTHEAST OF A POWER POLE, 50.5 FT KT2313'(15.4 M) WEST OF A NO DUMPING SIGN, 3.0 FT (0.9 M) NORTH OF A WITNESS KT2313'POST, AND ABOUT 5 FT (1.5 M) LOWER THAN THE HIGHWAY. KT2313'$ KT2313'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2313'SURVEY. KT2313 KT2313 STATION RECOVERY (1994) KT2313 KT2313'RECOVERED 1994 KT2313'RECOVERED IN GOOD CONDITION. KT2313 KT2313 STATION RECOVERY (2005) KT2313 KT2313'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2313'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2313'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2313'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2314 *********************************************************************** KT2314 DESIGNATION - HPGN D CA 01 J4 KT2314 PID - KT2314 KT2314 STATE/COUNTY- CA/MENDOCINO KT2314 USGS QUAD - LEGGETT (1994) KT2314 KT2314 *CURRENT SURVEY CONTROL KT2314 ___________________________________________________________________ KT2314* NAD 83(1998)- 39 50 55.85828(N) 123 42 26.71700(W) ADJUSTED KT2314* NAVD 88 - 343.3 (meters) 1126. (feet) GPS OBS KT2314 ___________________________________________________________________ KT2314 EPOCH DATE - 2004.69 KT2314 X - -2,721,329.496 (meters) COMP KT2314 Y - -4,079,316.674 (meters) COMP KT2314 Z - 4,065,315.788 (meters) COMP KT2314 LAPLACE CORR- 8.15 (seconds) DEFLEC99 KT2314 ELLIP HEIGHT- 313.28 (meters) (09/13/05) GPS OBS KT2314 GEOID HEIGHT- -29.93 (meters) GEOID03 KT2314 KT2314 HORZ ORDER - A KT2314 ELLP ORDER - FOURTH CLASS I KT2314 KT2314.The horizontal coordinates were established by GPS observations KT2314.and adjusted by the National Geodetic Survey in September 2005. KT2314.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2314.DATUM ITEM on the data sheet items page. KT2314.The horizontal coordinates are valid at the epoch date displayed above. KT2314.The epoch date for horizontal control is a decimal equivalence KT2314.of Year/Month/Day. KT2314 KT2314.The orthometric height was determined by GPS observations and a KT2314.high-resolution geoid model. KT2314 KT2314.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2314 KT2314.The Laplace correction was computed from DEFLEC99 derived deflections. KT2314 KT2314.The ellipsoidal height was determined by GPS observations KT2314.and is referenced to NAD 83. KT2314 KT2314.The geoid height was determined by GEOID03. KT2314 KT2314; North East Units Scale Factor Converg. KT2314;SPC CA 2 - 743,616.492 1,853,883.806 MT 1.00000358 -1 04 35.3 KT2314;SPC CA 2 - 2,439,681.77 6,082,283.79 sFT 1.00000358 -1 04 35.3 KT2314;UTM 10 - 4,411,220.613 439,481.513 MT 0.99964509 -0 27 11.9 KT2314 KT2314! - Elev Factor x Scale Factor = Combined Factor KT2314!SPC CA 2 - 0.99995085 x 1.00000358 = 0.99995443 KT2314!UTM 10 - 0.99995085 x 0.99964509 = 0.99959596 KT2314 KT2314 SUPERSEDED SURVEY CONTROL KT2314 KT2314 NAD 83(1992)- 39 50 55.84822(N) 123 42 26.70362(W) AD(1991.35) 1 KT2314 ELLIP H (08/24/94) 313.38 (m) GP(1991.35) 4 2 KT2314 NGVD 29 (08/24/94) 342.39 (m) 1123.3 (f) LEVELING 3 KT2314 KT2314.Superseded values are not recommended for survey control. KT2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2314.See file dsdata.txt to determine how the superseded data were derived. KT2314 KT2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3948211221(NAD 83) KT2314_MARKER: DD = SURVEY DISK KT2314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KT2314+WITH SETTING: INFORMATION. KT2314_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2314_STAMPING: CA-HPGN-DENSIFICATION STA. 01-J4 1993 KT2314_MARK LOGO: CADT KT2314_PROJECTION: FLUSH KT2314_MAGNETIC: N = NO MAGNETIC MATERIAL KT2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2314+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2314_ROD/PIPE-DEPTH: 2.74 meters KT2314_SLEEVE-DEPTH : 0.61 meters KT2314 KT2314 HISTORY - Date Condition Report By KT2314 HISTORY - 1993 MONUMENTED CADT KT2314 HISTORY - 19940119 GOOD KT2314 HISTORY - 20040415 GOOD COMPA KT2314 HISTORY - 20040831 GOOD CADT KT2314 HISTORY - 20050407 GOOD CADT KT2314 KT2314 STATION DESCRIPTION KT2314 KT2314'DESCRIBED BY CALTRANS 1993 KT2314'600 KT2314'THE STATION IS LOCATED ON U.S. HIGHWAY 101 AT SOUTH LEGGETT, ABOUT 16 KT2314'MI (25.7 KM) NORTHWEST OF LAYTONVILLE. KT2314'$ KT2314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE KT2314'HIGHWAY 1 AT LEGGETT, GO SOUTHEAST ON HIGHWAY 101 FOR 1.50 MI KT2314'(2.41 KM) TO THE STATE HIGHWAY 271/DRIVE THRU TREE EXIT. TAKE THE KT2314'EXIT AND GO SOUTHEAST ALONG THE OFF RAMP FOR 0.20 MI (0.32 KM) TO KT2314'HIGHWAY 271. TURN LEFT AND GO NORTHEAST ON HIGHWAY 271, CROSSING OVER KT2314'HIGHWAY 101, ON THE SCANDIA OVERCROSSING (BRIDGE NO. 10-135), FOR KT2314'0.02 MI (0.03 KM) TO THE STATION ON THE LEFT AT HIGHWAY 101 POST MILE KT2314'89.56. KT2314'$ KT2314'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2314'IN CONCRETE FLUSH WITH THE GROUND, ON THE SOUTHWEST SIDE OF THE KT2314'NORTHBOUND ON RAMP, 57.0 FT (17.4 M) NORTHWEST OF THE CENTERLINE OF KT2314'HIGHWAY 271, 44.0 FT (13.4 M) NORTH OF THE NORTHEAST END OF THE KT2314'NORTHWEST RAIL OF THE OVERCROSSING, 14.5 FT (4.4 M) NORTH OF A KT2314'FREEWAY ENTRANCE SIGN, 6 FT (1.8 M) SOUTH OF THE WEST END OF A METAL KT2314'BEAM GUARD RAIL, AND 3.0 FT (0.9 M) EAST OF A WITNESS POST. KT2314'$ KT2314'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2314'SURVEY. KT2314 KT2314 STATION RECOVERY (1994) KT2314 KT2314'RECOVERED 1994 KT2314'RECOVERED IN GOOD CONDITION. KT2314 KT2314 STATION RECOVERY (2004) KT2314 KT2314'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ) KT2314'RECOVERED IN GOOD CONDITION. KT2314 KT2314 STATION RECOVERY (2004) KT2314 KT2314'RECOVERY NOTE BY CALTRANS 2004 KT2314'FOUND AS DESCRIBED, OCTOBER 2004. THE STATION S A 8.0 CM (3.25 IN) KT2314'ALUMINUM DISK SET UPON AN ALUMINUM ROD DRIVEN TO REFUSAL, ENCASED IN KT2314'A SECURITY WELL. THIS STATION WAS OCCUPIED AS PART OF THE CALIFORNIA KT2314'NORTH REGION HEIGHT MODERNIZATION SURVEY OF 2004. KT2314 KT2314 STATION RECOVERY (2005) KT2314 KT2314'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2314'THE STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET ON AN ALUMINUM ROD KT2314'DRIVEN TO REFUSAL AND IS ACCESSED THROUGH A SECURTY ACCESS COVER. KT2314' KT2314'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2314'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2314'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2315 *********************************************************************** KT2315 DESIGNATION - HPGN D CA 01 JD KT2315 PID - KT2315 KT2315 STATE/COUNTY- CA/MENDOCINO KT2315 USGS QUAD - PIERCY (1994) KT2315 KT2315 *CURRENT SURVEY CONTROL KT2315 ___________________________________________________________________ KT2315* NAD 83(1998)- 39 57 52.19553(N) 123 47 38.56964(W) ADJUSTED KT2315* NAVD 88 - 245.39 (meters) 805.1 (feet) LEVELING KT2315 ___________________________________________________________________ KT2315 EPOCH DATE - 2004.69 KT2315 X - -2,722,869.840 (meters) COMP KT2315 Y - -4,068,288.704 (meters) COMP KT2315 Z - 4,075,103.319 (meters) COMP KT2315 LAPLACE CORR- 5.18 (seconds) DEFLEC99 KT2315 ELLIP HEIGHT- 215.11 (meters) (09/28/05) GPS OBS KT2315 GEOID HEIGHT- -30.21 (meters) GEOID03 KT2315 KT2315 HORZ ORDER - B KT2315 VERT ORDER - THIRD ? KT2315 ELLP ORDER - FOURTH CLASS I KT2315 KT2315.The horizontal coordinates were established by GPS observations KT2315.and adjusted by the National Geodetic Survey in September 2005. KT2315.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2315.DATUM ITEM on the data sheet items page. KT2315.The horizontal coordinates are valid at the epoch date displayed above. KT2315.The epoch date for horizontal control is a decimal equivalence KT2315.of Year/Month/Day. KT2315 KT2315.The orthometric height was determined by differential leveling. KT2315.The vertical network tie was performed by a horz. field party for horz. KT2315.obs reductions. Reset procedures were used to establish the elevation. KT2315 KT2315.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2315 KT2315.The Laplace correction was computed from DEFLEC99 derived deflections. KT2315 KT2315.The ellipsoidal height was determined by GPS observations KT2315.and is referenced to NAD 83. KT2315 KT2315.The geoid height was determined by GEOID03. KT2315 KT2315; North East Units Scale Factor Converg. KT2315;SPC CA 2 - 756,597.892 1,846,725.048 MT 1.00003260 -1 07 51.9 KT2315;SPC CA 2 - 2,482,271.58 6,058,797.09 sFT 1.00003260 -1 07 51.9 KT2315;SPC CA 1 - 571,653.924 1,846,729.398 MT 1.00000913 -1 10 23.2 KT2315;SPC CA 1 - 1,875,501.25 6,058,811.37 sFT 1.00000913 -1 10 23.2 KT2315;UTM 10 - 4,424,118.784 432,184.904 MT 0.99965661 -0 30 36.2 KT2315 KT2315! - Elev Factor x Scale Factor = Combined Factor KT2315!SPC CA 2 - 0.99996625 x 1.00003260 = 0.99999885 KT2315!SPC CA 1 - 0.99996625 x 1.00000913 = 0.99997538 KT2315!UTM 10 - 0.99996625 x 0.99965661 = 0.99962288 KT2315 KT2315 SUPERSEDED SURVEY CONTROL KT2315 KT2315 NAD 83(1992)- 39 57 52.18484(N) 123 47 38.55759(W) AD(1991.35) 1 KT2315 ELLIP H (08/24/94) 215.21 (m) GP(1991.35) 4 2 KT2315 KT2315.Superseded values are not recommended for survey control. KT2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2315.See file dsdata.txt to determine how the superseded data were derived. KT2315 KT2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3218524119(NAD 83) KT2315_MARKER: DD = SURVEY DISK KT2315_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KT2315+WITH SETTING: INFORMATION. KT2315_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE KT2315_STAMPING: CA-HPGN-DENSIFICATION STA. 01-JD 1993 KT2315_MARK LOGO: CADT KT2315_PROJECTION: FLUSH KT2315_MAGNETIC: N = NO MAGNETIC MATERIAL KT2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2315+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2315_ROD/PIPE-DEPTH: 2.74 meters KT2315_SLEEVE-DEPTH : 0.61 meters KT2315 KT2315 HISTORY - Date Condition Report By KT2315 HISTORY - 1993 MONUMENTED CADT KT2315 HISTORY - 19940119 GOOD KT2315 HISTORY - 20050407 GOOD CADT KT2315 KT2315 STATION DESCRIPTION KT2315 KT2315'DESCRIBED BY CALTRANS 1993 KT2315'600 KT2315'THE STATION IS LOCATED ON U.S. HIGHWAY 101 AT PIERCY, ABOUT 9 MI KT2315'(14.5 KM) NORTHWEST OF LEGGETT AND ABOUT 8 MI (12.9 KM) SOUTH OF KT2315'GARBERVILLE. KT2315'$ KT2315'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PIERCY, GO NORTHWEST KT2315'ON COUNTY ROAD 442B FOR 0.05 MI (0.08 KM) TO STATE HIGHWAY 271. TURN KT2315'RIGHT AND GO NORTHEAST ON HIGHWAY 271 FOR 0.10 MI (0.16 KM) TO THE KT2315'SOUTHBOUND ON RAMP TO HIGHWAY 101. TURN RIGHT AND GO SOUTHEAST ON KT2315'THE ON RAMP FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT. KT2315'$ KT2315'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KT2315'IN CONCRETE FLUSH WITH THE GROUND, ON THE HIGHEST POINT OF A LOW CUT KT2315'OVERLOOKING PIERCY, 33 FT (10.1 M) SOUTHWEST OF THE WHITE STRIPE ON KT2315'THE SOUTHWEST EDGE OF THE ON RAMP, AND 3.0 FT (0.9 M) NORTHEAST OF A KT2315'WITNESS POST. KT2315'$ KT2315'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KT2315'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF KT2315'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN KT2315'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN KT2315'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EUREKA KT2315'AT (707) 445-6385. KT2315 KT2315 STATION RECOVERY (1994) KT2315 KT2315'RECOVERED 1994 KT2315'RECOVERED IN GOOD CONDITION. KT2315 KT2315 STATION RECOVERY (2005) KT2315 KT2315'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2315'THE STATION IS AN 8 CM (3.25 IN) ALUMINUM DISK SET ON AN ALUMINUM ROD KT2315'DRIVEN TO REFUSAL AND IS ACCESSED THROUGH A SECURTY ACCESS COVER. KT2315' KT2315'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2315'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2315'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT1485 *********************************************************************** JT1485 DESIGNATION - M 266 JT1485 PID - JT1485 JT1485 STATE/COUNTY- CA/MENDOCINO JT1485 USGS QUAD - POINT ARENA (1978) JT1485 JT1485 *CURRENT SURVEY CONTROL JT1485 ___________________________________________________________________ JT1485* NAD 83(1998)- 38 57 06.34745(N) 123 40 30.90234(W) ADJUSTED JT1485* NAVD 88 - 96.6 (meters) 317. (feet) GPS OBS JT1485 ___________________________________________________________________ JT1485 EPOCH DATE - 2004.69 JT1485 X - -2,753,986.123 (meters) COMP JT1485 Y - -4,133,294.700 (meters) COMP JT1485 Z - 3,988,194.622 (meters) COMP JT1485 LAPLACE CORR- 11.24 (seconds) DEFLEC99 JT1485 ELLIP HEIGHT- 64.65 (meters) (09/28/05) GPS OBS JT1485 GEOID HEIGHT- -31.84 (meters) GEOID03 JT1485 JT1485 HORZ ORDER - B JT1485 VERT ORDER - SECOND CLASS 0 (See Below) JT1485 ELLP ORDER - FOURTH CLASS I JT1485 JT1485.The horizontal coordinates were established by GPS observations JT1485.and adjusted by the National Geodetic Survey in September 2005. JT1485.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT1485.DATUM ITEM on the data sheet items page. JT1485.The horizontal coordinates are valid at the epoch date displayed above. JT1485.The epoch date for horizontal control is a decimal equivalence JT1485.of Year/Month/Day. JT1485 JT1485.The orthometric height was determined by GPS observations and a JT1485.high-resolution geoid model. JT1485.The vertical order pertains to the NGVD 29 superseded value. JT1485 JT1485.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT1485 JT1485.The Laplace correction was computed from DEFLEC99 derived deflections. JT1485 JT1485.The ellipsoidal height was determined by GPS observations JT1485.and is referenced to NAD 83. JT1485 JT1485.The geoid height was determined by GEOID03. JT1485 JT1485; North East Units Scale Factor Converg. JT1485;SPC CA 2 - 643,990.809 1,854,800.803 MT 0.99991735 -1 03 22.3 JT1485;SPC CA 2 - 2,112,826.51 6,085,292.30 sFT 0.99991735 -1 03 22.3 JT1485;UTM 10 - 4,311,640.475 441,488.895 MT 0.99964216 -0 25 28.3 JT1485 JT1485! - Elev Factor x Scale Factor = Combined Factor JT1485!SPC CA 2 - 0.99998986 x 0.99991735 = 0.99990721 JT1485!UTM 10 - 0.99998986 x 0.99964216 = 0.99963202 JT1485 JT1485 SUPERSEDED SURVEY CONTROL JT1485 JT1485 NGVD 29 (??/??/92) 95.779 (m) 314.23 (f) ADJ UNCH 2 0 JT1485 JT1485.Superseded values are not recommended for survey control. JT1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT1485.See file dsdata.txt to determine how the superseded data were derived. JT1485 JT1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4148911640(NAD 83) JT1485_MARKER: DB = BENCH MARK DISK JT1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT JT1485_STAMPING: M 266 1935 JT1485_MAGNETIC: N = NO MAGNETIC MATERIAL JT1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT1485+STABILITY: SURFACE MOTION JT1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT1485+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT1485 JT1485 HISTORY - Date Condition Report By JT1485 HISTORY - 1935 MONUMENTED CGS JT1485 HISTORY - 1964 GOOD NGS JT1485 HISTORY - 20050407 GOOD CADT JT1485 JT1485 STATION DESCRIPTION JT1485 JT1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 JT1485'2.2 MI SE FROM MANCHESTER. JT1485'1.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT JT1485'MANCHESTER, THENCE 0.8 MILE EAST ALONG MOUNTAIN VIEW ROAD, AT JT1485'AN ENTRANCE GATE TO A FARM ROAD LEADING SOUTHEAST, 29 FEET JT1485'SOUTH OF THE CENTERLINE OF MOUNTAIN VIEW ROAD, 35 FEET EAST JT1485'OF AN OFFSET IN THE FENCE LINE, 27 FEET EAST OF THE CENTERLINE JT1485'OF THE FARM ROAD, 11.1 FEET SOUTHEAST OF POWERLINE POLE 3251, 0.7 JT1485'FOOT NORTH OF A WOODEN WITNESS POST SET IN A FENCE LINE, ABOUT JT1485'THE SAME ELEVATION AS THE ROAD, AND SET IN THE TOP OF A CONCRETE JT1485'POST PROJECTING 0.1 FOOT ABOVE THE GROUND. JT1485 JT1485 STATION RECOVERY (2005) JT1485 JT1485'RECOVERY NOTE BY CALTRANS 2005 (GN) JT1485'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT1485'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT1485'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2267 *********************************************************************** KT2267 DESIGNATION - S 1440 KT2267 PID - KT2267 KT2267 STATE/COUNTY- CA/MENDOCINO KT2267 USGS QUAD - PHILO (1991) KT2267 KT2267 *CURRENT SURVEY CONTROL KT2267 ___________________________________________________________________ KT2267* NAD 83(1998)- 39 02 48.74170(N) 123 24 42.45485(W) ADJUSTED KT2267* NAVD 88 - 89.005 (meters) 292.01 (feet) ADJUSTED KT2267 ___________________________________________________________________ KT2267 EPOCH DATE - 2004.69 KT2267 X - -2,731,289.690 (meters) COMP KT2267 Y - -4,140,363.640 (meters) COMP KT2267 Z - 3,996,396.372 (meters) COMP KT2267 LAPLACE CORR- 7.04 (seconds) DEFLEC99 KT2267 ELLIP HEIGHT- 58.29 (meters) (09/28/05) GPS OBS KT2267 GEOID HEIGHT- -30.64 (meters) GEOID03 KT2267 DYNAMIC HT - 88.952 (meters) 291.84 (feet) COMP KT2267 MODELED GRAV- 980,038.5 (mgal) NAVD 88 KT2267 KT2267 HORZ ORDER - B KT2267 VERT ORDER - FIRST CLASS II KT2267 ELLP ORDER - FOURTH CLASS I KT2267 KT2267.The horizontal coordinates were established by GPS observations KT2267.and adjusted by the National Geodetic Survey in September 2005. KT2267.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2267.DATUM ITEM on the data sheet items page. KT2267.The horizontal coordinates are valid at the epoch date displayed above. KT2267.The epoch date for horizontal control is a decimal equivalence KT2267.of Year/Month/Day. KT2267 KT2267.The orthometric height was determined by differential leveling KT2267.and adjusted by the National Geodetic Survey in June 1991. KT2267 KT2267.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2267 KT2267.The Laplace correction was computed from DEFLEC99 derived deflections. KT2267 KT2267.The ellipsoidal height was determined by GPS observations KT2267.and is referenced to NAD 83. KT2267 KT2267.The geoid height was determined by GEOID03. KT2267 KT2267.The dynamic height is computed by dividing the NAVD 88 KT2267.geopotential number by the normal gravity value computed on the KT2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KT2267.degrees latitude (g = 980.6199 gals.). KT2267 KT2267.The modeled gravity was interpolated from observed gravity values. KT2267 KT2267; North East Units Scale Factor Converg. KT2267;SPC CA 2 - 654,159.435 1,877,797.497 MT 0.99991489 -0 53 24.3 KT2267;SPC CA 2 - 2,146,188.08 6,160,740.62 sFT 0.99991489 -0 53 24.3 KT2267;UTM 10 - 4,322,058.787 464,365.595 MT 0.99961564 -0 15 33.9 KT2267 KT2267! - Elev Factor x Scale Factor = Combined Factor KT2267!SPC CA 2 - 0.99999085 x 0.99991489 = 0.99990575 KT2267!UTM 10 - 0.99999085 x 0.99961564 = 0.99960650 KT2267 KT2267 SUPERSEDED SURVEY CONTROL KT2267 KT2267 NGVD 29 (12/02/92) 88.117 (m) 289.10 (f) ADJUSTED 1 2 KT2267 KT2267.Superseded values are not recommended for survey control. KT2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2267.See file dsdata.txt to determine how the superseded data were derived. KT2267 KT2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6436622059(NAD 83) KT2267_MARKER: I = METAL ROD KT2267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KT2267_SP_SET: STAINLESS STEEL ROD KT2267_STAMPING: S 1440 1988 KT2267_MARK LOGO: NGS KT2267_PROJECTION: RECESSED 4 CENTIMETERS KT2267_MAGNETIC: N = NO MAGNETIC MATERIAL KT2267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT2267+STABILITY: POSITION/ELEVATION WELL KT2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2267+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2267_ROD/PIPE-DEPTH: 7.30 meters KT2267 KT2267 HISTORY - Date Condition Report By KT2267 HISTORY - 1988 MONUMENTED NGS KT2267 HISTORY - 20050407 GOOD CADT KT2267 KT2267 STATION DESCRIPTION KT2267 KT2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KT2267'5.9 KM (3.65 MI) NW FROM BOONVILLE. KT2267'5.9 KM (3.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 128 FROM THE POST KT2267'OFFICE IN BOONVILLE, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTERLINE OF KT2267'THE HIGHWAY, 7.3 M (24.0 FT) NORTHWEST OF THE EXTENDED CENTER OF A KT2267'ROAD LEADING SOUTHWEST, 4.2 M (13.8 FT) SOUTHEAST OF A FENCE CORNER, KT2267'AND 1.2 M (3.9 FT) NORTHWEST OF A FENCE CORNER. NOTE--ACCESS TO DATUM KT2267'POINT IS HAD THROUGH A 5-INCH LOGO CAP. KT2267'THE MARK IS 0.3 METERS NE FROM A WITNESS POST AND FENCE KT2267'THE MARK IS 1.6 M BELOW THE HIGHWAY. KT2267 KT2267 STATION RECOVERY (2005) KT2267 KT2267'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2267'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2267'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2267'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2250 *********************************************************************** KT2250 DESIGNATION - U 1439 KT2250 PID - KT2250 KT2250 STATE/COUNTY- CA/MENDOCINO KT2250 USGS QUAD - MALLO PASS CREEK (1977) KT2250 KT2250 *CURRENT SURVEY CONTROL KT2250 ___________________________________________________________________ KT2250* NAD 83(1998)- 39 03 58.69696(N) 123 41 24.27793(W) ADJUSTED KT2250* NAVD 88 - 96.551 (meters) 316.77 (feet) ADJUSTED KT2250 ___________________________________________________________________ KT2250 EPOCH DATE - 2004.69 KT2250 X - -2,750,615.925 (meters) COMP KT2250 Y - -4,125,922.378 (meters) COMP KT2250 Z - 3,998,075.780 (meters) COMP KT2250 LAPLACE CORR- 12.77 (seconds) DEFLEC99 KT2250 ELLIP HEIGHT- 64.98 (meters) (09/28/05) GPS OBS KT2250 GEOID HEIGHT- -31.50 (meters) GEOID03 KT2250 DYNAMIC HT - 96.499 (meters) 316.60 (feet) COMP KT2250 MODELED GRAV- 980,082.6 (mgal) NAVD 88 KT2250 KT2250 HORZ ORDER - B KT2250 VERT ORDER - FIRST CLASS II KT2250 ELLP ORDER - FOURTH CLASS I KT2250 KT2250.The horizontal coordinates were established by GPS observations KT2250.and adjusted by the National Geodetic Survey in September 2005. KT2250.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2250.DATUM ITEM on the data sheet items page. KT2250.The horizontal coordinates are valid at the epoch date displayed above. KT2250.The epoch date for horizontal control is a decimal equivalence KT2250.of Year/Month/Day. KT2250 KT2250.The orthometric height was determined by differential leveling KT2250.and adjusted by the National Geodetic Survey in June 1991. KT2250 KT2250.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2250 KT2250.The Laplace correction was computed from DEFLEC99 derived deflections. KT2250 KT2250.The ellipsoidal height was determined by GPS observations KT2250.and is referenced to NAD 83. KT2250 KT2250.The geoid height was determined by GEOID03. KT2250 KT2250.The dynamic height is computed by dividing the NAVD 88 KT2250.geopotential number by the normal gravity value computed on the KT2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KT2250.degrees latitude (g = 980.6199 gals.). KT2250 KT2250.The modeled gravity was interpolated from observed gravity values. KT2250 KT2250; North East Units Scale Factor Converg. KT2250;SPC CA 2 - 656,727.235 1,853,752.333 MT 0.99991472 -1 03 55.9 KT2250;SPC CA 2 - 2,154,612.60 6,081,852.45 sFT 0.99991472 -1 03 55.9 KT2250;UTM 10 - 4,324,361.109 440,300.515 MT 0.99964388 -0 26 05.7 KT2250 KT2250! - Elev Factor x Scale Factor = Combined Factor KT2250!SPC CA 2 - 0.99998981 x 0.99991472 = 0.99990453 KT2250!UTM 10 - 0.99998981 x 0.99964388 = 0.99963369 KT2250 KT2250 SUPERSEDED SURVEY CONTROL KT2250 KT2250 NGVD 29 (12/02/92) 95.658 (m) 313.84 (f) ADJUSTED 1 2 KT2250 KT2250.Superseded values are not recommended for survey control. KT2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2250.See file dsdata.txt to determine how the superseded data were derived. KT2250 KT2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4030124361(NAD 83) KT2250_MARKER: I = METAL ROD KT2250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KT2250_SP_SET: STAINLESS STEEL ROD KT2250_STAMPING: U 1439 1988 KT2250_MARK LOGO: NGS KT2250_PROJECTION: FLUSH KT2250_MAGNETIC: N = NO MAGNETIC MATERIAL KT2250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2250+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 KT2250_ROD/PIPE-DEPTH: 12.2 meters KT2250 KT2250 HISTORY - Date Condition Report By KT2250 HISTORY - 1988 MONUMENTED NGS KT2250 HISTORY - 19921022 GOOD CADT KT2250 HISTORY - 20050407 GOOD CADT KT2250 KT2250 STATION DESCRIPTION KT2250 KT2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KT2250'11.3 KM (7.00 MI) NORTH FROM MANCHESTER. KT2250'11.3 KM (7.00 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE POST OFFICE KT2250'IN MANCHESTER, 6.6 M (21.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY KT2250'LEADING WEST TO 12000 STATE HIGHWAY 1, 5.1 M (16.7 FT) WEST OF THE KT2250'CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF A UTILITY KT2250'POLE WITH A TRANSFORMER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A KT2250'5-INCH LOGO CAP. KT2250'THE MARK IS 0.2 METERS W FROM A WITNESS POST AND FENCE KT2250'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. KT2250 KT2250 STATION RECOVERY (1992) KT2250 KT2250'RECOVERY NOTE BY CALTRANS 1992 (GAA) KT2250'RECOVERED IN GOOD CONDITION. NOTE--THE FOLLOWING INFORMATION-- FOUND KT2250'AS DESCRIBED ON THE WEST SIDE OF STATE HIGHWAY 1. ADDITIONAL KT2250'INFORMATION - THE MARK IS 105 FT (32.0 M) SOUTHERLY FROM THE EAST KT2250'CULVERT MARKER AT HIGHWAY POSTMILE 28.31, MEASURED ALONG THE WEST EDGE KT2250'OF THE HIGHWAY PAVEMENT, WITH THE LID SET FLUSH, ON THE SOUTH SIDE OF KT2250'THE DRIVEWAY INTO THE CHRISTIANSEN RESIDENCE AT 12000 ROUTE 1. THE KT2250'MARK IS AT HIGHWAY POSTMILE 28.29. KT2250 KT2250 STATION RECOVERY (2005) KT2250 KT2250'RECOVERY NOTE BY CALTRANS 2005 (GN) KT2250'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS KT2250'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION KT2250'SURVEY OF 2004. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT9404 *********************************************************************** JT9404 DESIGNATION - Y 1398 JT9404 PID - JT9404 JT9404 STATE/COUNTY- CA/MENDOCINO JT9404 USGS QUAD - YORKVILLE (1991) JT9404 JT9404 *CURRENT SURVEY CONTROL JT9404 ___________________________________________________________________ JT9404* NAD 83(1998)- 38 53 15.42327(N) 123 10 08.88408(W) ADJUSTED JT9404* NAVD 88 - 246.220 (meters) 807.81 (feet) ADJUSTED JT9404 ___________________________________________________________________ JT9404 EPOCH DATE - 2004.69 JT9404 X - -2,719,880.082 (meters) COMP JT9404 Y - -4,161,303.347 (meters) COMP JT9404 Z - 3,982,749.018 (meters) COMP JT9404 LAPLACE CORR- 3.17 (seconds) DEFLEC99 JT9404 ELLIP HEIGHT- 215.70 (meters) (09/28/05) GPS OBS JT9404 GEOID HEIGHT- -30.43 (meters) GEOID03 JT9404 DYNAMIC HT - 246.065 (meters) 807.30 (feet) COMP JT9404 MODELED GRAV- 979,994.4 (mgal) NAVD 88 JT9404 JT9404 HORZ ORDER - B JT9404 VERT ORDER - FIRST CLASS II JT9404 ELLP ORDER - FOURTH CLASS I JT9404 JT9404.The horizontal coordinates were established by GPS observations JT9404.and adjusted by the National Geodetic Survey in September 2005. JT9404.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT9404.DATUM ITEM on the data sheet items page. JT9404.The horizontal coordinates are valid at the epoch date displayed above. JT9404.The epoch date for horizontal control is a decimal equivalence JT9404.of Year/Month/Day. JT9404 JT9404.The orthometric height was determined by differential leveling JT9404.and adjusted by the National Geodetic Survey in June 1991. JT9404 JT9404.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9404 JT9404.The Laplace correction was computed from DEFLEC99 derived deflections. JT9404 JT9404.The ellipsoidal height was determined by GPS observations JT9404.and is referenced to NAD 83. JT9404 JT9404.The geoid height was determined by GEOID03. JT9404 JT9404.The dynamic height is computed by dividing the NAVD 88 JT9404.geopotential number by the normal gravity value computed on the JT9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT9404.degrees latitude (g = 980.6199 gals.). JT9404 JT9404.The modeled gravity was interpolated from observed gravity values. JT9404 JT9404; North East Units Scale Factor Converg. JT9404;SPC CA 2 - 636,184.420 1,898,572.925 MT 0.99992056 -0 44 13.6 JT9404;SPC CA 2 - 2,087,215.05 6,228,901.34 sFT 0.99992056 -0 44 13.6 JT9404;UTM 10 - 4,304,319.097 485,331.206 MT 0.99960265 -0 06 22.3 JT9404 JT9404! - Elev Factor x Scale Factor = Combined Factor JT9404!SPC CA 2 - 0.99996616 x 0.99992056 = 0.99988672 JT9404!UTM 10 - 0.99996616 x 0.99960265 = 0.99956882 JT9404 JT9404 SUPERSEDED SURVEY CONTROL JT9404 JT9404 NGVD 29 (12/02/92) 245.331 (m) 804.89 (f) ADJUSTED 1 2 JT9404 JT9404.Superseded values are not recommended for survey control. JT9404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9404.See file dsdata.txt to determine how the superseded data were derived. JT9404 JT9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8533104319(NAD 83) JT9404_MARKER: I = METAL ROD JT9404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JT9404_SP_SET: STAINLESS STEEL ROD JT9404_STAMPING: Y 1398 1987 JT9404_MARK LOGO: NGS JT9404_PROJECTION: FLUSH JT9404_MAGNETIC: N = NO MAGNETIC MATERIAL JT9404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JT9404+STABILITY: POSITION/ELEVATION WELL JT9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9404+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 JT9404_ROD/PIPE-DEPTH: 7.00 meters JT9404 JT9404 HISTORY - Date Condition Report By JT9404 HISTORY - 1987 MONUMENTED NGS JT9404 HISTORY - 20050407 GOOD CADT JT9404 JT9404 STATION DESCRIPTION JT9404 JT9404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JT9404'18.2 KM (11.30 MI) NW FROM CLOVERDALE. JT9404'18.2 KM (11.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 128 FROM THE JT9404'JUNCTION OF U.S. HIGHWAY 101 AT THE NORTH EDGE OF CLOVERDALE, 14.8 M JT9404'(48.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) JT9404'SOUTHEAST OF A FENCE CORNER, AND 2.1 M (6.9 FT) NORTHWEST OF A FENCE JT9404'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JT9404'THE MARK IS 0.3 METERS NE FROM A WITNESS POST AND FENCE JT9404'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. JT9404 JT9404 STATION RECOVERY (2005) JT9404 JT9404'RECOVERY NOTE BY CALTRANS 2005 (GN) JT9404'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS JT9404'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION JT9404'SURVEY OF 2004.