1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH3655 *********************************************************************** DH3655 HT_MOD - This is a Height Modernization Survey Station. DH3655 DESIGNATION - 1500 DH3655 PID - DH3655 DH3655 STATE/COUNTY- CA/GLENN DH3655 USGS QUAD - LLANO SECO (1976) DH3655 DH3655 *CURRENT SURVEY CONTROL DH3655 ___________________________________________________________________ DH3655* NAD 83(1998)- 39 30 54.05137(N) 121 55 48.13044(W) ADJUSTED DH3655* NAVD 88 - 29.84 (meters) 97.9 (feet) GPS OBS DH3655 ___________________________________________________________________ DH3655 EPOCH DATE - 2004.69 DH3655 X - -2,605,885.659 (meters) COMP DH3655 Y - -4,181,642.467 (meters) COMP DH3655 Z - 4,036,590.648 (meters) COMP DH3655 LAPLACE CORR- 4.43 (seconds) DEFLEC99 DH3655 ELLIP HEIGHT- 1.57 (meters) (09/28/05) GPS OBS DH3655 GEOID HEIGHT- -28.20 (meters) GEOID03 DH3655 DH3655 HORZ ORDER - B DH3655 ELLP ORDER - FOURTH CLASS I DH3655 DH3655.The horizontal coordinates were established by GPS observations DH3655.and adjusted by the National Geodetic Survey in September 2005. DH3655.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH3655.DATUM ITEM on the data sheet items page. DH3655.The horizontal coordinates are valid at the epoch date displayed above. DH3655.The epoch date for horizontal control is a decimal equivalence DH3655.of Year/Month/Day. DH3655 DH3655.The orthometric height was determined by GPS observations and a DH3655.high-resolution geoid model using precise GPS observation and DH3655.processing techniques. DH3655 DH3655.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3655 DH3655.The Laplace correction was computed from DEFLEC99 derived deflections. DH3655 DH3655.The ellipsoidal height was determined by GPS observations DH3655.and is referenced to NAD 83. DH3655 DH3655.The geoid height was determined by GEOID03. DH3655 DH3655; North East Units Scale Factor Converg. DH3655;SPC CA 2 - 705,182.011 2,006,016.183 MT 0.99994282 +0 02 38.8 DH3655;SPC CA 2 - 2,313,584.65 6,581,404.76 sFT 0.99994282 +0 02 38.8 DH3655;UTM 10 - 4,374,477.272 591,975.663 MT 0.99970415 +0 40 51.0 DH3655 DH3655! - Elev Factor x Scale Factor = Combined Factor DH3655!SPC CA 2 - 0.99999975 x 0.99994282 = 0.99994257 DH3655!UTM 10 - 0.99999975 x 0.99970415 = 0.99970390 DH3655 DH3655 SUPERSEDED SURVEY CONTROL DH3655 DH3655 NAD 83(1998)- 39 30 54.05117(N) 121 55 48.12986(W) AD(2004.30) B DH3655 ELLIP H (05/10/05) 1.45 (m) GP(2004.30) 4 1 DH3655 DH3655.Superseded values are not recommended for survey control. DH3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DH3655.See file dsdata.txt to determine how the superseded data were derived. DH3655 DH3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9197674477(NAD 83) DH3655_MARKER: DD = SURVEY DISK DH3655_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DH3655_SP_SET: CONCRETE HEADWALL DH3655_STAMPING: 1500 2003 DH3655_MAGNETIC: N = NO MAGNETIC MATERIAL DH3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3655+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH3655 DH3655 HISTORY - Date Condition Report By DH3655 HISTORY - 20031010 MONUMENTED FRAME DH3655 HISTORY - 20041005 GOOD CADT DH3655 DH3655 STATION DESCRIPTION DH3655 DH3655'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF) DH3655'THE STATION IS LOCATED ABOUT 14 MI EAST OF WILLOWS AND ABOUT 5 MI DH3655'NORTHEAST OF BUTTE CITY. DH3655' DH3655'TO REACH THE STATION FROM THE POST OFFICE IN BUTTE CITY, GO EAST ON DH3655'STATE HIGHWAY 162 FOR 3.2 MI TO THE INTERSECTION OF ROAD Z. TURN LEFT DH3655'AND GO NORTH ON ROAD Z FOR 3.4 MI TO THE STATION ON THE LEFT. DH3655' DH3655'THE STATION IS SET IN THE TOP OF A CONCRETE HEADWALL AT AN ANGLE POINT DH3655'IN AN IRRIGATION CANAL. NOTE THAT THERE ARE THREE HEADWALLS IN THE DH3655'VICINITY. THE STATION IS 52 FT WEST OF THE CENTERLINE OF ROAD Z, 45 FT DH3655'SOUTH OF HEADWALL NO. 1500B, ABOUT 40 FT NORTH-NORTHEAST OF A HEADWALL DH3655'ON THE SOUTHEAST SIDE OF THE CANAL AND 32 FT WEST OF THE NORTH END OF DH3655'A HEADWALL AT THE WEST SIDE OF ROAD Z. IT IS 5.3 FT EAST OF THE WEST DH3655'END OF THE HEADWALL AND 1.5 FT WEST OF A WITNESS POST. DH3655 DH3655 STATION RECOVERY (2004) DH3655 DH3655'RECOVERY NOTE BY CALTRANS 2004 (RLM) DH3655'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS DH3655'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH3655'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH3657 *********************************************************************** DH3657 HT_MOD - This is a Height Modernization Survey Station. DH3657 DESIGNATION - ADOBE DH3657 PID - DH3657 DH3657 STATE/COUNTY- CA/GLENN DH3657 USGS QUAD - BUTTE CITY (1973) DH3657 DH3657 *CURRENT SURVEY CONTROL DH3657 ___________________________________________________________________ DH3657* NAD 83(1998)- 39 23 26.69939(N) 121 57 00.54610(W) ADJUSTED DH3657* NAVD 88 - 21.87 (meters) 71.8 (feet) GPS OBS DH3657 ___________________________________________________________________ DH3657 EPOCH DATE - 2004.69 DH3657 X - -2,611,989.353 (meters) COMP DH3657 Y - -4,188,160.481 (meters) COMP DH3657 Z - 4,025,932.449 (meters) COMP DH3657 LAPLACE CORR- 4.07 (seconds) DEFLEC99 DH3657 ELLIP HEIGHT- -6.91 (meters) (09/28/05) GPS OBS DH3657 GEOID HEIGHT- -28.71 (meters) GEOID03 DH3657 DH3657 HORZ ORDER - B DH3657 ELLP ORDER - FOURTH CLASS I DH3657 DH3657.The horizontal coordinates were established by GPS observations DH3657.and adjusted by the National Geodetic Survey in September 2005. DH3657.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH3657.DATUM ITEM on the data sheet items page. DH3657.The horizontal coordinates are valid at the epoch date displayed above. DH3657.The epoch date for horizontal control is a decimal equivalence DH3657.of Year/Month/Day. DH3657 DH3657.The orthometric height was determined by GPS observations and a DH3657.high-resolution geoid model using precise GPS observation and DH3657.processing techniques. DH3657 DH3657.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3657 DH3657.The Laplace correction was computed from DEFLEC99 derived deflections. DH3657 DH3657.The ellipsoidal height was determined by GPS observations DH3657.and is referenced to NAD 83. DH3657 DH3657.The geoid height was determined by GEOID03. DH3657 DH3657; North East Units Scale Factor Converg. DH3657;SPC CA 2 - 691,385.411 2,004,294.022 MT 0.99992890 +0 01 53.1 DH3657;SPC CA 2 - 2,268,320.30 6,575,754.64 sFT 0.99992890 +0 01 53.1 DH3657;UTM 10 - 4,360,665.632 590,407.067 MT 0.99970063 +0 39 58.6 DH3657 DH3657! - Elev Factor x Scale Factor = Combined Factor DH3657!SPC CA 2 - 1.00000108 x 0.99992890 = 0.99992998 DH3657!UTM 10 - 1.00000108 x 0.99970063 = 0.99970171 DH3657 DH3657 SUPERSEDED SURVEY CONTROL DH3657 DH3657 NAD 83(1998)- 39 23 26.69919(N) 121 57 00.54559(W) AD(2004.30) B DH3657 ELLIP H (05/10/05) -7.04 (m) GP(2004.30) 4 1 DH3657 DH3657.Superseded values are not recommended for survey control. DH3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DH3657.See file dsdata.txt to determine how the superseded data were derived. DH3657 DH3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9040760666(NAD 83) DH3657_MARKER: DD = SURVEY DISK DH3657_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH3657_SP_SET: SMALL BRIDGE ABUTMENT DH3657_STAMPING: ADOBE DH3657_MAGNETIC: N = NO MAGNETIC MATERIAL DH3657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3657+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH3657 DH3657 HISTORY - Date Condition Report By DH3657 HISTORY - 20031010 MONUMENTED FRAME DH3657 HISTORY - 20041005 GOOD CADT DH3657 DH3657 STATION DESCRIPTION DH3657 DH3657'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF) DH3657'THE STATION IS LOCATED ABOUT 16 MI SOUTHEAST OF WILLOWS AND ABOUT 5 MI DH3657'SOUTHEAST OF BUTTE CITY. DH3657' DH3657'TO REACH THE STATION FROM THE POST OFFICE IN BUTTE CITY, GO EAST ON DH3657'STATE HIGHWAY 162 FOR ABOUT 1.1 MI TO THE INTERSECTION OF ROAD Y. TURN DH3657'RIGHT AND GO SOUTH ON ROAD Y FOR 3.0 MI TO THE INTERSECTION OF ROAD 67 DH3657'AT THE TOWN OF AFTON. CONTINUE SOUTH ON ROAD Y FOR 1.2 MI TO A DH3657'T-INTERSECTION, ROAD 69. TURN LEFT AND GO EAST ON ROAD 69 FOR 0.2 MI DH3657'TO A 90 DEGREE TURN. TURN RIGHT AND GO SOUTH ON ROAD Y FOR 0.5 MI TO DH3657'ANOTHER 90 DEGREE TURN AT ROAD 70. TURN LEFT AND GO EAST ON ROAD 70 DH3657'FOR 0.3 MI TO ANOTHER 90 DEGREE TURN TO THE RIGHT. TURN RIGHT AND GO DH3657'SOUTH ON ROAD 70 FOR 0.3 MI TO ANOTHER 90 DEGREE TURN TO THE LEFT. DH3657'TURN LEFT ON ROAD 70 AND GO EAST FOR 0.3 MI TO THE STATION ON THE DH3657'RIGHT. DH3657' DH3657'THE STATION IS SET IN THE SOUTHWEST END OF A WINGWALL AT THE NORTHEAST DH3657'CORNER OF A BRIDGE OVER A CANAL. IT IS ABOUT 80 FT SOUTH OF THE DH3657'CENTERLINE OF ROAD 70, 10 FT EAST OF THE CENTERLINE OF A GRAVEL ROAD, DH3657'2.1 FT SOUTH-SOUTHEAST OF A WITNESS POST , AND 1.5 FT WEST OF A 12 IN DH3657'GAS PIPELINE AT THE EAST SIDE OF THE BRIDGE. DH3657 DH3657 STATION RECOVERY (2004) DH3657 DH3657'RECOVERY NOTE BY CALTRANS 2004 (RLM) DH3657'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS DH3657'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH3657'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT0737 *********************************************************************** KT0737 DESIGNATION - B 1079 KT0737 PID - KT0737 KT0737 STATE/COUNTY- CA/GLENN KT0737 USGS QUAD - ELK CREEK (1968) KT0737 KT0737 *CURRENT SURVEY CONTROL KT0737 ___________________________________________________________________ KT0737* NAD 83(1998)- 39 36 40.90252(N) 122 31 42.87292(W) ADJUSTED KT0737* NAVD 88 - 215.44 (meters) 706.8 (feet) LEVELING KT0737 ___________________________________________________________________ KT0737 EPOCH DATE - 2004.69 KT0737 X - -2,645,839.042 (meters) COMP KT0737 Y - -4,148,568.011 (meters) COMP KT0737 Z - 4,044,955.096 (meters) COMP KT0737 LAPLACE CORR- -4.25 (seconds) DEFLEC99 KT0737 ELLIP HEIGHT- 186.34 (meters) (09/13/05) GPS OBS KT0737 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0737 KT0737 HORZ ORDER - A KT0737 VERT ORDER - THIRD KT0737 ELLP ORDER - FOURTH CLASS I KT0737 KT0737.The horizontal coordinates were established by GPS observations KT0737.and adjusted by the National Geodetic Survey in September 2005. KT0737.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT0737.DATUM ITEM on the data sheet items page. KT0737.The horizontal coordinates are valid at the epoch date displayed above. KT0737.The epoch date for horizontal control is a decimal equivalence KT0737.of Year/Month/Day. KT0737 KT0737.The orthometric height was determined by differential leveling. KT0737.The vertical network tie was performed by a horz. field party for horz. KT0737.obs reductions. Reset procedures were used to establish the elevation. KT0737 KT0737.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT0737 KT0737.The Laplace correction was computed from DEFLEC99 derived deflections. KT0737 KT0737.The ellipsoidal height was determined by GPS observations KT0737.and is referenced to NAD 83. KT0737 KT0737.The geoid height was determined by GEOID03. KT0737 KT0737; North East Units Scale Factor Converg. KT0737;SPC CA 2 - 716,008.264 1,954,610.240 MT 0.99995686 -0 19 59.7 KT0737;SPC CA 2 - 2,349,103.78 6,412,750.43 sFT 0.99995686 -0 19 59.7 KT0737;UTM 10 - 4,384,729.778 540,467.914 MT 0.99962016 +0 18 02.1 KT0737 KT0737! - Elev Factor x Scale Factor = Combined Factor KT0737!SPC CA 2 - 0.99997077 x 0.99995686 = 0.99992763 KT0737!UTM 10 - 0.99997077 x 0.99962016 = 0.99959094 KT0737 KT0737 SUPERSEDED SURVEY CONTROL KT0737 KT0737 NAD 83(1998)- 39 36 40.90269(N) 122 31 42.87259(W) AD(2004.30) B KT0737 ELLIP H (05/10/05) 186.23 (m) GP(2004.30) 4 1 KT0737 NGVD 29 (??/??/92) 214.608 (m) 704.09 (f) ADJ UNCH 1 2 KT0737 KT0737.Superseded values are not recommended for survey control. KT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0737.See file dsdata.txt to determine how the superseded data were derived. KT0737 KT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ4046884730(NAD 83) KT0737_MARKER: DB = BENCH MARK DISK KT0737_SETTING: 66 = SET IN ROCK OUTCROP KT0737_SP_SET: OUTCROP KT0737_STAMPING: B 1079 1967 KT0737_MARK LOGO: CGS KT0737_MAGNETIC: N = NO MAGNETIC MATERIAL KT0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0737+STABILITY: POSITION/ELEVATION WELL KT0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0737+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT0737 KT0737 HISTORY - Date Condition Report By KT0737 HISTORY - 1967 MONUMENTED CGS KT0737 HISTORY - 20031010 GOOD FRAME KT0737 HISTORY - 20040429 GOOD CADT KT0737 HISTORY - 20041005 GOOD CADT KT0737 KT0737 STATION DESCRIPTION KT0737 KT0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0737'1 MI NE FROM ELK CREEK. KT0737'0.95 MILE NORTHEAST ALONG THE ROAD TO WILLOWS FROM THE POST KT0737'OFFICE AT ELK CREEK, AT THE SOUTH END OF A LONG CONCRETE BRIDGE KT0737'OVER STONY CREEK, IN THE TOP OF A LONG FLAT OUTCROP PROJECTING KT0737'ABOUT 1/2 FOOT, 58 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, KT0737'80.3 FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE KT0737'GUARDRAIL OF THE BRIDGE, 38.2 FEET EAST OF A FENCE, 7.8 FEET EAST KT0737'OF A WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE ROAD. KT0737 KT0737 STATION RECOVERY (2003) KT0737 KT0737'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KT0737'THE STATION IS LOCATED ABOUT 19 MI WEST-NORTHWEST OF WILLOWS AND ABOUT KT0737'1 MI NORTH OF ELK CREEK. KT0737' KT0737'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 162 AND KT0737'ROAD 306 WHERE HIGHWAY 162 TURNS NORTH, GO EAST ON HIGHWAY 162 FOR KT0737'ABOUT 0.05 MI TO THE STATION ON THE LEFT, JUST AFTER PASSING THE SOUTH KT0737'END OF THE OLD BRIDGE. KT0737' KT0737'THE STATION IS ABOUT 58.5 FT EAST OF THE CENTERLINE OF THE OLD BRIDGE, KT0737'ABOUT 40 FT NORTH OF THE CENTERLINE OF HIGHWAY 162, AND ABOUT 5 FT KT0737'LOWER THAN THE ROAD. ACCESS TO THE STATION IS THROUGH A BARBED WIRE KT0737'FENCE. KT0737 KT0737 STATION RECOVERY (2004) KT0737 KT0737'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0737'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0737'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0737'MODERNIZATION PROJECT. KT0737 KT0737 STATION RECOVERY (2004) KT0737 KT0737'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0737'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0737'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0737'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH3658 *********************************************************************** DH3658 HT_MOD - This is a Height Modernization Survey Station. DH3658 DESIGNATION - BIG BUTTE DH3658 PID - DH3658 DH3658 STATE/COUNTY- CA/GLENN DH3658 USGS QUAD - WEST OF BIGGS (1973) DH3658 DH3658 *CURRENT SURVEY CONTROL DH3658 ___________________________________________________________________ DH3658* NAD 83(1998)- 39 27 51.24564(N) 121 52 13.93628(W) ADJUSTED DH3658* NAVD 88 - 26.31 (meters) 86.3 (feet) GPS OBS DH3658 ___________________________________________________________________ DH3658 EPOCH DATE - 2004.69 DH3658 X - -2,603,433.420 (meters) COMP DH3658 Y - -4,187,388.680 (meters) COMP DH3658 Z - 4,032,237.461 (meters) COMP DH3658 LAPLACE CORR- 2.99 (seconds) DEFLEC99 DH3658 ELLIP HEIGHT- -2.04 (meters) (09/28/05) GPS OBS DH3658 GEOID HEIGHT- -28.29 (meters) GEOID03 DH3658 DH3658 HORZ ORDER - B DH3658 ELLP ORDER - FOURTH CLASS I DH3658 DH3658.The horizontal coordinates were established by GPS observations DH3658.and adjusted by the National Geodetic Survey in September 2005. DH3658.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH3658.DATUM ITEM on the data sheet items page. DH3658.The horizontal coordinates are valid at the epoch date displayed above. DH3658.The epoch date for horizontal control is a decimal equivalence DH3658.of Year/Month/Day. DH3658 DH3658.The orthometric height was determined by GPS observations and a DH3658.high-resolution geoid model using precise GPS observation and DH3658.processing techniques. DH3658 DH3658.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3658 DH3658.The Laplace correction was computed from DEFLEC99 derived deflections. DH3658 DH3658.The ellipsoidal height was determined by GPS observations DH3658.and is referenced to NAD 83. DH3658 DH3658.The geoid height was determined by GEOID03. DH3658 DH3658; North East Units Scale Factor Converg. DH3658;SPC CA 2 - 699,550.200 2,011,140.476 MT 0.99993656 +0 04 53.8 DH3658;SPC CA 2 - 2,295,107.61 6,598,216.71 sFT 0.99993656 +0 04 53.8 DH3658;UTM 10 - 4,368,904.015 597,161.015 MT 0.99971623 +0 43 04.6 DH3658 DH3658! - Elev Factor x Scale Factor = Combined Factor DH3658!SPC CA 2 - 1.00000032 x 0.99993656 = 0.99993688 DH3658!UTM 10 - 1.00000032 x 0.99971623 = 0.99971655 DH3658 DH3658 SUPERSEDED SURVEY CONTROL DH3658 DH3658 NAD 83(1998)- 39 27 51.24509(N) 121 52 13.93581(W) AD(2004.30) B DH3658 ELLIP H (05/10/05) -2.17 (m) GP(2004.30) 4 1 DH3658 DH3658.Superseded values are not recommended for survey control. DH3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DH3658.See file dsdata.txt to determine how the superseded data were derived. DH3658 DH3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9716168904(NAD 83) DH3658_MARKER: DD = SURVEY DISK DH3658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH3658_SP_SET: CONCRETE HEADWALL DH3658_STAMPING: BIG BUTTE DH3658_MAGNETIC: N = NO MAGNETIC MATERIAL DH3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3658+STABILITY: SURFACE MOTION DH3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3658+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH3658 DH3658 HISTORY - Date Condition Report By DH3658 HISTORY - 20031010 MONUMENTED FRAME DH3658 HISTORY - 20041005 GOOD CADT DH3658 DH3658 STATION DESCRIPTION DH3658 DH3658'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF) DH3658'THE STATION IS LOCATED ABOUT 18 MI SOUTHEAST OF WILLOWS AND ABOUT 6 MI DH3658'EAST OF BUTTE CITY. DH3658' DH3658'TO REACH THE STATION FROM THE POST OFFICE IN BUTTE CITY GO EAST ON DH3658'STATE HIGHWAY 162 FOR 6.4 MI TO THE STATION ON THE LEFT JUST WEST OF A DH3658'BRIDGE OVER BIG BUTTE CREEK. DH3658' DH3658'THE STATION IS SET IN THE WEST ANGLE POINT OF A CONCRETE WINGWALL AT DH3658'THE NORTH END OF A CULVERT PASSING BENEATH THE HIGHWAY. IT IS 53 FT DH3658'NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FT WEST OF THE CENTERLINE DH3658'OF A GRAVEL ROAD, 43 FT NORTHWEST OF THE NORTHWEST END OF A BRIDGE DH3658'GUARDRAIL, 24.5 FT WEST OF A 4 IN STEEL GATE POST AND 1.6 FT EAST OF A DH3658'WITNESS POST. IT IS ABOUT 6 FT LOWER THAN THE HIGHWAY. DH3658 DH3658 STATION RECOVERY (2004) DH3658 DH3658'RECOVERY NOTE BY CALTRANS 2004 (RLM) DH3658'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS DH3658'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH3658'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT0343 *********************************************************************** KT0343 HT_MOD - This is a Height Modernization Survey Station. KT0343 DESIGNATION - C 200 KT0343 PID - KT0343 KT0343 STATE/COUNTY- CA/GLENN KT0343 USGS QUAD - LOGANDALE (1973) KT0343 KT0343 *CURRENT SURVEY CONTROL KT0343 ___________________________________________________________________ KT0343* NAD 83(1998)- 39 24 22.66355(N) 122 11 32.19657(W) ADJUSTED KT0343* NAVD 88 - 28.73 (meters) 94.3 (feet) GPS OBS KT0343 ___________________________________________________________________ KT0343 EPOCH DATE - 2004.69 KT0343 X - -2,629,083.627 (meters) COMP KT0343 Y - -4,176,162.246 (meters) COMP KT0343 Z - 4,027,270.164 (meters) COMP KT0343 LAPLACE CORR- 3.58 (seconds) DEFLEC99 KT0343 ELLIP HEIGHT- -0.59 (meters) (09/13/05) GPS OBS KT0343 GEOID HEIGHT- -29.24 (meters) GEOID03 KT0343 KT0343 HORZ ORDER - A KT0343 VERT ORDER - FIRST CLASS II (See Below) KT0343 ELLP ORDER - FOURTH CLASS I KT0343 KT0343.The horizontal coordinates were established by GPS observations KT0343.and adjusted by the National Geodetic Survey in September 2005. KT0343.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT0343.DATUM ITEM on the data sheet items page. KT0343.The horizontal coordinates are valid at the epoch date displayed above. KT0343.The epoch date for horizontal control is a decimal equivalence KT0343.of Year/Month/Day. KT0343 KT0343.The orthometric height was determined by GPS observations and a KT0343.high-resolution geoid model using precise GPS observation and KT0343.processing techniques. KT0343.The vertical order pertains to the NGVD 29 superseded value. KT0343 KT0343.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT0343 KT0343.The Laplace correction was computed from DEFLEC99 derived deflections. KT0343 KT0343.The ellipsoidal height was determined by GPS observations KT0343.and is referenced to NAD 83. KT0343 KT0343.The geoid height was determined by GEOID03. KT0343 KT0343; North East Units Scale Factor Converg. KT0343;SPC CA 2 - 693,127.551 1,983,440.593 MT 0.99993039 -0 07 16.4 KT0343;SPC CA 2 - 2,274,035.97 6,507,338.01 sFT 0.99993039 -0 07 16.4 KT0343;UTM 10 - 4,362,176.381 569,540.853 MT 0.99965954 +0 30 46.0 KT0343 KT0343! - Elev Factor x Scale Factor = Combined Factor KT0343!SPC CA 2 - 1.00000009 x 0.99993039 = 0.99993048 KT0343!UTM 10 - 1.00000009 x 0.99965954 = 0.99965963 KT0343 KT0343 SUPERSEDED SURVEY CONTROL KT0343 KT0343 NAD 83(1998)- 39 24 22.66349(N) 122 11 32.19634(W) AD(2004.30) B KT0343 ELLIP H (05/10/05) -0.71 (m) GP(2004.30) 4 1 KT0343 NGVD 29 (??/??/92) 27.979 (m) 91.79 (f) ADJ UNCH 1 2 KT0343 KT0343.Superseded values are not recommended for survey control. KT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0343.See file dsdata.txt to determine how the superseded data were derived. KT0343 KT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6954162176(NAD 83) KT0343_MARKER: DB = BENCH MARK DISK KT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT KT0343_STAMPING: C 200 1935 KT0343_MARK LOGO: CGS KT0343_PROJECTION: PROJECTING 7 CENTIMETERS KT0343_MAGNETIC: N = NO MAGNETIC MATERIAL KT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0343+STABILITY: SURFACE MOTION KT0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0343+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT0343 KT0343 HISTORY - Date Condition Report By KT0343 HISTORY - 1935 MONUMENTED CGS KT0343 HISTORY - 1967 GOOD NGS KT0343 HISTORY - 20031010 GOOD FRAME KT0343 HISTORY - 20040512 GOOD CADT KT0343 HISTORY - 20041005 GOOD CADT KT0343 KT0343 STATION DESCRIPTION KT0343 KT0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0343'7.8 MI S FROM WILLOWS. KT0343'7.85 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0343'THE STATION AT WILLOWS, 3 POLES SOUTH OF THE CROSSING OF ROAD 68, KT0343'48.8 FEET WEST OF THE WEST RAIL, 7 1/2 FEET NORTH OF MILEPOLE KT0343'142, 138.9 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 KT0343'FEET SOUTH OF A WITNESS POST, ABOUT 2 LOWER THAN THE TRACK, AND KT0343'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE KT0343'GROUND. KT0343 KT0343 STATION RECOVERY (2003) KT0343 KT0343'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KT0343'THE STATION IS LOCATED ABOUT 8.5 MI SOUTH OF WILLOWS ABD ABOUT 8.5 MI KT0343'NORTH OF MAXWELL. KT0343' KT0343'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND KT0343'ROAD 68, NORMAN ROAD, GO EAST ON ROAD 68 FOR 0.2 MI TO THE KT0343'INTERSECTION OF HIGHWAY 99W. TURN RIGHT ON HIGHWAY 99W AND GO SOUTH KT0343'FOR ABOUT 300 FT TO THE STATION ON THE LEFT. KT0343' KT0343'THE STATION IS ABOUT 300 FT SOUTH OF THE CENTERLINE OF ROAD 68, 138.9 KT0343'FT EAST OF THE CENTERLINE OD HIGHWAY 99W, ABOUT 100 FT SOUTHWEST OF KT0343'AND ACROSS THE RAILROAD TRACKS FROM A POWER LINE AND 48.8 FT WEST OF KT0343'THE WEST RAIL OF THE TRACKS. KT0343 KT0343 STATION RECOVERY (2004) KT0343 KT0343'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0343'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0343'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0343'MODERNIZATION PROJECT. KT0343 KT0343 STATION RECOVERY (2004) KT0343 KT0343'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0343'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0343'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0343'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT1807 *********************************************************************** KT1807 HT_MOD - This is a Height Modernization Survey Station. KT1807 DESIGNATION - HAMILTON KT1807 PID - KT1807 KT1807 STATE/COUNTY- CA/GLENN KT1807 USGS QUAD - HAMILTON CITY (1969) KT1807 KT1807 *CURRENT SURVEY CONTROL KT1807 ___________________________________________________________________ KT1807* NAD 83(1998)- 39 44 39.73359(N) 122 01 14.04357(W) ADJUSTED KT1807* NAVD 88 - 47.96 (meters) 157.3 (feet) GPS OBS KT1807 ___________________________________________________________________ KT1807 EPOCH DATE - 2004.69 KT1807 X - -2,603,885.272 (meters) COMP KT1807 Y - -4,163,760.797 (meters) COMP KT1807 Z - 4,056,214.992 (meters) COMP KT1807 LAPLACE CORR- 6.54 (seconds) DEFLEC99 KT1807 ELLIP HEIGHT- 19.97 (meters) (09/28/05) GPS OBS KT1807 GEOID HEIGHT- -27.93 (meters) GEOID03 KT1807 KT1807 HORZ ORDER - B KT1807 ELLP ORDER - FOURTH CLASS I KT1807 KT1807.The horizontal coordinates were established by GPS observations KT1807.and adjusted by the National Geodetic Survey in September 2005. KT1807.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT1807.DATUM ITEM on the data sheet items page. KT1807.The horizontal coordinates are valid at the epoch date displayed above. KT1807.The epoch date for horizontal control is a decimal equivalence KT1807.of Year/Month/Day. KT1807 KT1807.The orthometric height was determined by GPS observations and a KT1807.high-resolution geoid model using precise GPS observation and KT1807.processing techniques. KT1807 KT1807.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT1807 KT1807.The Laplace correction was computed from DEFLEC99 derived deflections. KT1807 KT1807.The ellipsoidal height was determined by GPS observations KT1807.and is referenced to NAD 83. KT1807 KT1807.The geoid height was determined by GEOID03. KT1807 KT1807; North East Units Scale Factor Converg. KT1807;SPC CA 2 - 730,643.738 1,998,237.150 MT 0.99998090 -0 00 46.7 KT1807;SPC CA 2 - 2,397,120.33 6,555,883.05 sFT 0.99998090 -0 00 46.7 KT1807;SPC CA 1 - 545,642.771 1,998,236.986 MT 1.00007416 -0 00 48.4 KT1807;SPC CA 1 - 1,790,162.99 6,555,882.51 sFT 1.00007416 -0 00 48.4 KT1807;UTM 10 - 4,399,844.068 583,915.725 MT 0.99968669 +0 37 34.5 KT1807 KT1807! - Elev Factor x Scale Factor = Combined Factor KT1807!SPC CA 2 - 0.99999687 x 0.99998090 = 0.99997777 KT1807!SPC CA 1 - 0.99999687 x 1.00007416 = 1.00007103 KT1807!UTM 10 - 0.99999687 x 0.99968669 = 0.99968356 KT1807 KT1807: Primary Azimuth Mark Grid Az KT1807:SPC CA 2 - HAMILTON AZ MK 273 13 16.1 KT1807:SPC CA 1 - HAMILTON AZ MK 273 13 17.8 KT1807:UTM 10 - HAMILTON AZ MK 272 34 54.9 KT1807 KT1807|---------------------------------------------------------------------| KT1807| PID Reference Object Distance Geod. Az | KT1807| dddmmss.s | KT1807| DB5147 HAMILTON RM 1 33.021 METERS 05357 | KT1807| KS1909 KHSL RADIO MAST APPROX.18.1 KM 0874434.8 | KT1807| KT1805 HAMILTON CITY MUNICIPAL TANK APPROX. 1.1 KM 1234012.1 | KT1807| KT1808 HAMILTON CITY HOLLY SUGAR STK APPROX. 1.3 KM 1270553.4 | KT1807| DB5146 HAMILTON AZ MK 2731229.4 | KT1807| DB5148 HAMILTON RM 2 25.655 METERS 33555 | KT1807|---------------------------------------------------------------------| KT1807 KT1807 SUPERSEDED SURVEY CONTROL KT1807 KT1807 NAD 83(1998)- 39 44 39.73296(N) 122 01 14.04332(W) AD(2004.30) B KT1807 ELLIP H (05/10/05) 19.83 (m) GP(2004.30) 4 1 KT1807 NAD 83(1992)- 39 44 39.72932(N) 122 01 14.03733(W) AD(1991.35) 1 KT1807 ELLIP H (06/02/98) 19.99 (m) GP(1991.35) 4 2 KT1807 NAD 83(1992)- 39 44 39.72961(N) 122 01 14.03644(W) AD(1991.35) 2 KT1807 NAD 83(1986)- 39 44 39.72041(N) 122 01 14.03128(W) AD(1984.00) 2 KT1807 NAD 27 - 39 44 40.14500(N) 122 01 10.10200(W) AD( ) 2 KT1807 NGVD 29 (07/19/86) 47.27 (m) 155.1 (f) LEVELING 3 KT1807 KT1807.Superseded values are not recommended for survey control. KT1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1807.See file dsdata.txt to determine how the superseded data were derived. KT1807 KT1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8391699844(NAD 83) KT1807_MARKER: DS = TRIANGULATION STATION DISK KT1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1807_STAMPING: HAMILTON 1939 KT1807_MARK LOGO: CGS KT1807_PROJECTION: RECESSED 17 CENTIMETERS KT1807_MAGNETIC: N = NO MAGNETIC MATERIAL KT1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT1807+STABILITY: SURFACE MOTION KT1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT1807+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT1807 KT1807 HISTORY - Date Condition Report By KT1807 HISTORY - 1939 MONUMENTED CGS KT1807 HISTORY - 1962 SEE DESCRIPTION CASLC KT1807 HISTORY - 19950412 GOOD CADT KT1807 HISTORY - 20031010 GOOD FRAME KT1807 HISTORY - 20041005 GOOD CADT KT1807 KT1807 STATION DESCRIPTION KT1807 KT1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KT1807'ON THE WEST SIDE OF THE CENTRAL IRRIGATION CANAL AT THE NORTHWEST KT1807'CORNER OF HAMILTON CITY JUST SOUTH OF THE ROAD LEADING WEST KT1807'TO ORLAND. TO REACH FROM DEPOT IN HAMILTON CITY, GO NORTH 0.3 KT1807'MILE, TURN LEFT (WEST) AND GO 0.45 MILE ON STATE HIGHWAY 32 KT1807'TO STATION. THE STAITON IS 45 FEET SOUTH OF CENTER LINE OF KT1807'STATE HIGHWAY 32, 126-1/2 FEET WEST-SOUTHWEST OF THE WEST END KT1807'OF SOUTH SIDE OF WOODEN BRIDGE OVER IRRIGATION CANAL. THE KT1807'AZIMUTH MARK IS 0.5 MILE WEST OF STATION ON THE NORTH SIDE OF KT1807'STATE HIGHWAY 32, A DISTANCE OF 39 FEET. KT1807' KT1807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KT1807'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, KT1807'RESPECTIVELY. KT1807' KT1807'A 4- BY 4-INCH WHITE POST WAS PLACED AT STATION MARK. KT1807' KT1807'A 77-FOOT TOWER REQUIRED. KT1807 KT1807 STATION RECOVERY (1962) KT1807 KT1807'RECOVERY NOTE BY CALIFORNIA STATE LANDS COMMISSION 1962 KT1807'THE STATION WAS RECOVERED IN GOOD CONDITION. R.M. 1 AND R.M. 2 KT1807'ARE LOST. THE WOODEN BRIDGE HAS BEEN REPLACED BY A STEEL AND KT1807'CONCRETE BRIDGE. KT1807' KT1807'THE STATION IS LOCATED 86.0 FEET SSW OF POWER POLE, 127.7 KT1807'FEET WSW OF SOUTHWEST CORNER OF BRIDGE, 65.0 FEET N OF A FENCE KT1807'CORNER, 53.5 FEET ESE OF AN ANGLE POINT IN SOUTHERLY HIGHWAY KT1807'RIGHT-OF-WAY FENCE, 44.9 FEET S OF CENTER LINE OF CALIF. ROUTE KT1807'32 AND 1.9 FEET N OF A 4 X 4-INCH WITNESS POST. THE MARK IS A KT1807'STANDARD USC AND GS BRASS CAP SET IN CONCRETE POST WITH A KT1807'10-INCH SQUARE TOP FLUSH WITH THE GROUND. KT1807' KT1807'R.M. 3 IS 118.0 FEET SE OF POWER POLE, 140.4 FEET NE OF FENCE KT1807'CORNER, 15.8 FEET S OF CENTER LINE OF CALIF. ROUTE 32, 0.6 FEET KT1807'E OF WEST EDGE OF BRIDGE, 2.6 FEET S OF NORTH EDGE OF SIDEWALK. KT1807'THE MARK IS A STANDARD CSLC BRASS CAP STAMPED HAMILTON R.M. 3 KT1807'1962 SET FLUSH WITH SIDEWALK. KT1807' KT1807'R.M. 4 IS 78.3 FEET W OF POWER POLE, 77.0 FEET N OF ANGLE POINT KT1807'IN HIGHWAY RIGHT-OF-WAY FENCE, 39.2 FEET N OF CENTER LINE OF KT1807'CALIF. ROUTE 32, 2.3 FEET E OF POWER POLE MARK R.M. THE MARK KT1807'IS A STANDARD CSLC BRASS FAP STAMPED HAMILTON R.M. 4 1962 KT1807'SET IN CONCRETE POST WITH A 9-INCH DIAMETER TOP AND 0.2 FEET KT1807'ABOVE THE GROUND. KT1807 KT1807 STATION RECOVERY (1995) KT1807 KT1807'RECOVERY NOTE BY CALTRANS 1995 (JCB) KT1807'STATION WAS RECOVERED WITH A COMPLETE NEW DESCRIPTION AS FOLLOWS. THE KT1807'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) EAST OF ORLAND AND 12 KT1807'MILES (19.3 KM) WEST OF CHICO AT THE WEST EDGE OF HAMILTON CITY. TO KT1807'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 45 AND HIGHWAY 32 KT1807'IN HAMILTON CITY, GO WEST ON HIGHWAY 32 0.05 MILES (0.08 KM) TO THE KT1807'STATION ON THE LEFT ON THE SOUTH SIDE OF THE HIGHWAY. THE STATION IS KT1807'A 3.5 INCH BRASS DISK IN TOP OF A CONCRETE MONUMENT, 0.5 FT (0.2 M) KT1807'BELOW GROUND, 4.3 FT (1.3 M) NORTH OF THE NLY POST OF THE WELCOME TO KT1807'HAMILTON CITY SIGN, 44.0 FT (13.4 M) SOUTH OF THE CENTERLINE YELLOW KT1807'STRIPE, 61.7 FT (18.8 M) WEST OF THE WEST END OF THE SLY BRIDGE RAIL, KT1807'78.0 FT (23.8 M) SOUTHWEST OF THE WEST END OF THE NLY BRIDGE RAIL, KT1807'30.9 FT (9.4 M) NORTHWEST OF THE CENTER OF THREE 6 X 4 HIGH STEEL KT1807'BARRIER POSTS, 17.0 FT (5.2 M) EAST OF CENTER OF A 3.5 X 5 US SPRINT KT1807'VAULT. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN KT1807'DENSIFICATION SURVEY. KT1807 KT1807 STATION RECOVERY (2003) KT1807 KT1807'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KT1807'THE STATION WAS RECOVERED AS DESCRIBED. KT1807 KT1807 STATION RECOVERY (2004) KT1807 KT1807'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT1807'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT1807'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT1807'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT2283 *********************************************************************** KT2283 DESIGNATION - HPGN CA 03 01 KT2283 PID - KT2283 KT2283 STATE/COUNTY- CA/GLENN KT2283 USGS QUAD - ALDER SPRINGS (1973) KT2283 KT2283 *CURRENT SURVEY CONTROL KT2283 ___________________________________________________________________ KT2283* NAD 83(1998)- 39 40 01.51710(N) 122 40 12.42500(W) ADJUSTED KT2283* NAVD 88 - 870.8 (meters) 2857. (feet) GPS OBS KT2283 ___________________________________________________________________ KT2283 EPOCH DATE - 2004.69 KT2283 X - -2,654,221.347 (meters) COMP KT2283 Y - -4,139,121.458 (meters) COMP KT2283 Z - 4,050,138.552 (meters) COMP KT2283 LAPLACE CORR- -12.15 (seconds) DEFLEC99 KT2283 ELLIP HEIGHT- 842.32 (meters) (09/13/05) GPS OBS KT2283 GEOID HEIGHT- -28.35 (meters) GEOID03 KT2283 KT2283 HORZ ORDER - A KT2283 ELLP ORDER - FOURTH CLASS I KT2283 KT2283.The horizontal coordinates were established by GPS observations KT2283.and adjusted by the National Geodetic Survey in September 2005. KT2283.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT2283.DATUM ITEM on the data sheet items page. KT2283.The horizontal coordinates are valid at the epoch date displayed above. KT2283.The epoch date for horizontal control is a decimal equivalence KT2283.of Year/Month/Day. KT2283 KT2283.The orthometric height was determined by GPS observations and a KT2283.high-resolution geoid model. KT2283 KT2283.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT2283 KT2283.The Laplace correction was computed from DEFLEC99 derived deflections. KT2283 KT2283.The ellipsoidal height was determined by GPS observations KT2283.and is referenced to NAD 83. KT2283 KT2283.The geoid height was determined by GEOID03. KT2283 KT2283; North East Units Scale Factor Converg. KT2283;SPC CA 2 - 722,275.177 1,942,501.570 MT 0.99996627 -0 25 21.0 KT2283;SPC CA 2 - 2,369,664.48 6,373,023.90 sFT 0.99996627 -0 25 21.0 KT2283;UTM 10 - 4,390,860.311 528,294.922 MT 0.99960986 +0 12 38.1 KT2283 KT2283! - Elev Factor x Scale Factor = Combined Factor KT2283!SPC CA 2 - 0.99986787 x 0.99996627 = 0.99983415 KT2283!UTM 10 - 0.99986787 x 0.99960986 = 0.99947778 KT2283 KT2283 SUPERSEDED SURVEY CONTROL KT2283 KT2283 NAD 83(1986)- 39 40 01.50588(N) 122 40 12.41581(W) AD(1984.00) 1 KT2283 NAD 83(1992)- 39 40 01.51330(N) 122 40 12.41948(W) AD(1991.35) B KT2283 ELLIP H (05/15/92) 842.36 (m) GP(1991.35) 4 2 KT2283 NGVD 29 (05/25/94) 870.0 (m) 2854. (f) GPS OBS KT2283 KT2283.Superseded values are not recommended for survey control. KT2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2283.See file dsdata.txt to determine how the superseded data were derived. KT2283 KT2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2829590860(NAD 83) KT2283_MARKER: DD = SURVEY DISK KT2283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KT2283_STAMPING: HPGN-CALIF. STA. 03-01 1991 KT2283_MARK LOGO: CADT KT2283_PROJECTION: FLUSH KT2283_MAGNETIC: N = NO MAGNETIC MATERIAL KT2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2283+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT2283_ROD/PIPE-DEPTH: 5.00 meters KT2283 KT2283 HISTORY - Date Condition Report By KT2283 HISTORY - 1991 MONUMENTED CADT KT2283 HISTORY - 19910704 GOOD NGS KT2283 HISTORY - 19920510 GOOD NOS KT2283 HISTORY - 19940428 GOOD NGS KT2283 HISTORY - 20030731 GOOD CADT KT2283 HISTORY - 20041005 GOOD CADT KT2283 KT2283 STATION DESCRIPTION KT2283 KT2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KT2283'THE STATION IS LOCATED JUST OFF OF COUNTY ROAD 307 ABOUT 40 MI KT2283'(64.4 KM) NORTHWEST OF WILLOWS AND 10 MI (16.1 KM) NORTHEAST OF ALDER KT2283'SPRINGS. KT2283'TO REACH THE STATION FROM THE ELK CREEK POST OFFICE, GO NORTH FOR 0.7 KT2283'MI (1.1 KM) TO THE INTERSECTION OF STATE HIGHWAY 162 AND ROAD 306. KT2283'CONTINUE NORTH ON HIGHWAY 162 AND ROAD 306 FOR 3.8 MI (6.1 KM) TO A KT2283'T-INTERSECTION. TURN LEFT ON HIGHWAY 162 AND ROAD 307 (FOREST ROAD KT2283'FH-7) AND GO WESTERLY FOR 9.2 MI (14.8 KM) TO THE BRUSHLAND KT2283'MANAGEMENT OVERLOOK AND THE STATION ON THE LEFT. KT2283'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KT2283'ACCESS COVER. LOCATED 65 FT (19.8 M) SOUTH OF THE CENTERLINE OF ROAD KT2283'307 AT THE EXTENSION OF AND ACROSS THE HIGHWAY FROM A WOODEN WALKWAY KT2283'TO THE BRUSHLAND MANAGEMENT KIOSK, 13 FT (4.0 M) NORTH OF HINGE KT2283'POINT OF CUT SLOPE OF HIGHWAY AND 3 FT (0.9 M) NORTH OF A WITNESS KT2283'POST. KT2283 KT2283 STATION RECOVERY (1992) KT2283 KT2283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 KT2283'RECOVERED IN GOOD CONDITION. KT2283 KT2283 STATION RECOVERY (1994) KT2283 KT2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KT2283'THE STATION IS LOCATED JUST OFF COUNTY ROAD 307 ABOUT 40 MI (64.4 KM) KT2283'NORTHWEST OF WILLOWS AND 10 MI (16.1 KM) NORTHEAST OF ALDER SPRINGS. KT2283'TO REACH THE STATION FROM THE ELK CREEK POST OFFICE, GO NORTH FOR 0.7 KT2283'MI (1.1 KM) TO THE INTERSECTION OF STATE HIGHWAY 162 AND ROAD 306. KT2283'CONTINUE NORTH ON HIGHWAY 162 AND ROAD 306 FOR 3.8 MI (6.1 KM) TO A KT2283'T-INTERSECTION. TURN LEFT ON HIGHWAY 162 AND ROAD 307 (FOREST ROAD KT2283'FH-7) AND GO WESTERLY FOR 9.85 MI (15.85 KM) TO THE BRUSHLAND KT2283'MANAGEMENT OVERLOOK AND THE STATION ON THE LEFT. THE STATION IS A 2.5 KT2283'INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM ACCESS COVER. LOCATED KT2283'19.8 M (65.0 FT) SOUTH OF THE CENTERLINE OF ROAD 307 AT THE EXTENSION KT2283'OF AND ACROSS THE HIGHWAY FROM A CONCRETE WALKWAY TO THE BRUSHLAND KT2283'MANAGEMENT KIOSK, 4.0 M (13.1 FT) NORTH OF HINGE POINT OF CUT SLOPE OF KT2283'HIGHWAY AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST. KT2283 KT2283 STATION RECOVERY (2003) KT2283 KT2283'RECOVERY NOTE BY CALTRANS 2003 (RLM) KT2283'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT2283'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT2283'MODERNIZATION PROJECT. KT2283 KT2283 STATION RECOVERY (2004) KT2283 KT2283'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT2283'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT2283'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT2283'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DB5555 *********************************************************************** DB5555 HT_MOD - This is a Height Modernization Survey Station. DB5555 DESIGNATION - NORMAN RM 1 DB5555 PID - DB5555 DB5555 STATE/COUNTY- CA/GLENN DB5555 USGS QUAD - LOGANDALE (1973) DB5555 DB5555 *CURRENT SURVEY CONTROL DB5555 ___________________________________________________________________ DB5555* NAD 83(1998)- 39 24 27.02103(N) 122 08 10.64958(W) ADJUSTED DB5555* NAVD 88 - 24.20 (meters) 79.4 (feet) GPS OBS DB5555 ___________________________________________________________________ DB5555 EPOCH DATE - 2004.69 DB5555 X - -2,624,954.534 (meters) COMP DB5555 Y - -4,178,654.070 (meters) COMP DB5555 Z - 4,027,371.191 (meters) COMP DB5555 LAPLACE CORR- 4.79 (seconds) DEFLEC99 DB5555 ELLIP HEIGHT- -5.01 (meters) (09/28/05) GPS OBS DB5555 GEOID HEIGHT- -29.11 (meters) GEOID03 DB5555 DB5555 HORZ ORDER - B DB5555 ELLP ORDER - FOURTH CLASS I DB5555 DB5555.The horizontal coordinates were established by GPS observations DB5555.and adjusted by the National Geodetic Survey in September 2005. DB5555.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DB5555.DATUM ITEM on the data sheet items page. DB5555.The horizontal coordinates are valid at the epoch date displayed above. DB5555.The epoch date for horizontal control is a decimal equivalence DB5555.of Year/Month/Day. DB5555 DB5555.The orthometric height was determined by GPS observations and a DB5555.high-resolution geoid model using precise GPS observation and DB5555.processing techniques. DB5555 DB5555.The X, Y, and Z were computed from the position and the ellipsoidal ht. DB5555 DB5555.The Laplace correction was computed from DEFLEC99 derived deflections. DB5555 DB5555.The ellipsoidal height was determined by GPS observations DB5555.and is referenced to NAD 83. DB5555 DB5555.The geoid height was determined by GEOID03. DB5555 DB5555; North East Units Scale Factor Converg. DB5555;SPC CA 2 - 693,253.209 1,988,262.395 MT 0.99993050 -0 05 09.3 DB5555;SPC CA 2 - 2,274,448.24 6,523,157.54 sFT 0.99993050 -0 05 09.3 DB5555;UTM 10 - 4,362,355.349 574,359.684 MT 0.99966808 +0 32 54.0 DB5555 DB5555! - Elev Factor x Scale Factor = Combined Factor DB5555!SPC CA 2 - 1.00000079 x 0.99993050 = 0.99993129 DB5555!UTM 10 - 1.00000079 x 0.99966808 = 0.99966887 DB5555 DB5555 SUPERSEDED SURVEY CONTROL DB5555 DB5555 NAD 83(1998)- 39 24 27.02092(N) 122 08 10.64965(W) AD(2004.30) B DB5555 ELLIP H (05/10/05) -5.11 (m) GP(2004.30) 4 1 DB5555 DB5555.Superseded values are not recommended for survey control. DB5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DB5555.See file dsdata.txt to determine how the superseded data were derived. DB5555 DB5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ7436062355(NAD 83) DB5555_MARKER: DD = SURVEY DISK DB5555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DB5555_STAMPING: NORMAN NO 1 1939 DB5555_MARK LOGO: CGS DB5555_PROJECTION: FLUSH DB5555_MAGNETIC: N = NO MAGNETIC MATERIAL DB5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DB5555+STABILITY: SURFACE MOTION DB5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DB5555+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DB5555 DB5555 HISTORY - Date Condition Report By DB5555 HISTORY - 1939 MONUMENTED CGS DB5555 HISTORY - 20031010 SEE DESCRIPTION FRAME DB5555 HISTORY - 20041005 GOOD CADT DB5555 DB5555 STATION DESCRIPTION DB5555 DB5555'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF) DB5555'THE STATION IS LOCATED ABOUT 9 MI SOUTHEAST OF WILLOWS. DB5555' DB5555'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND DB5555'COUNTY ROAD 68, GO EAST ON ROAD 68 FOR 3.2 MI TO A TURN IN THE ROAD TO DB5555'THE SOUTH AT THE COLUSA-GLENN COUNTY LINE AND THE STATION ON THE LEFT. DB5555'THE STATION IS A COAST AND GEODETIC SURVEY REFERENCE MARK DISK. IT IS DB5555'61 FT NORTH OF A POWER POLE, 30 FT NORTH OF THE EASTERLY PROJECTION OF DB5555'THE CENTERLINE OF ROAD 68, 20 FT WEST OF THE CENTERLINE OF A GRAVEL DB5555'ROAD AND 2 FT SOUTHEAST OF A STEEL PIPE FENCE POST. DB5555 DB5555 STATION RECOVERY (2004) DB5555 DB5555'RECOVERY NOTE BY CALTRANS 2004 (RLM) DB5555'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS DB5555'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DB5555'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT0189 *********************************************************************** KT0189 HT_MOD - This is a Height Modernization Survey Station. KT0189 FBN - This is a Federal Base Network Control Station. KT0189 DESIGNATION - ORLAND SOUTH BASE KT0189 PID - KT0189 KT0189 STATE/COUNTY- CA/GLENN KT0189 USGS QUAD - KIRKWOOD (1969) KT0189 KT0189 *CURRENT SURVEY CONTROL KT0189 ___________________________________________________________________ KT0189* NAD 83(1998)- 39 46 06.53325(N) 122 11 32.38436(W) ADJUSTED KT0189* NAVD 88 - 81.56 (meters) 267.6 (feet) GPS OBS KT0189 ___________________________________________________________________ KT0189 EPOCH DATE - 2004.69 KT0189 X - -2,615,457.078 (meters) COMP KT0189 Y - -4,154,508.795 (meters) COMP KT0189 Z - 4,058,294.141 (meters) COMP KT0189 LAPLACE CORR- 6.73 (seconds) DEFLEC99 KT0189 ELLIP HEIGHT- 52.97 (meters) (09/13/05) GPS OBS KT0189 GEOID HEIGHT- -28.50 (meters) GEOID03 KT0189 KT0189 HORZ ORDER - A KT0189 VERT ORDER - THIRD (See Below) KT0189 ELLP ORDER - FOURTH CLASS I KT0189 KT0189.ITRF positions are available for this station. KT0189.The horizontal coordinates were established by GPS observations KT0189.and adjusted by the National Geodetic Survey in September 2005. KT0189.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT0189.DATUM ITEM on the data sheet items page. KT0189.The horizontal coordinates are valid at the epoch date displayed above. KT0189.The epoch date for horizontal control is a decimal equivalence KT0189.of Year/Month/Day. KT0189 KT0189.The orthometric height was determined by GPS observations and a KT0189.high-resolution geoid model using precise GPS observation and KT0189.processing techniques. It supersedes the leveled height previously KT0189.determined for this station. KT0189.The vertical order pertains to the first NAVD 88 superseded value. KT0189 KT0189.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT0189 KT0189.The Laplace correction was computed from DEFLEC99 derived deflections. KT0189 KT0189.The ellipsoidal height was determined by GPS observations KT0189.and is referenced to NAD 83. KT0189 KT0189.The geoid height was determined by GEOID03. KT0189 KT0189; North East Units Scale Factor Converg. KT0189;SPC CA 2 - 733,337.976 1,983,521.199 MT 0.99998583 -0 07 16.5 KT0189;SPC CA 2 - 2,405,959.68 6,507,602.47 sFT 0.99998583 -0 07 16.5 KT0189;SPC CA 1 - 548,337.884 1,983,519.874 MT 1.00006633 -0 07 32.7 KT0189;SPC CA 1 - 1,799,005.21 6,507,598.12 sFT 1.00006633 -0 07 32.7 KT0189;UTM 10 - 4,402,373.340 569,175.246 MT 0.99965891 +0 31 00.0 KT0189 KT0189! - Elev Factor x Scale Factor = Combined Factor KT0189!SPC CA 2 - 0.99999169 x 0.99998583 = 0.99997752 KT0189!SPC CA 1 - 0.99999169 x 1.00006633 = 1.00005802 KT0189!UTM 10 - 0.99999169 x 0.99965891 = 0.99965060 KT0189 KT0189: Primary Azimuth Mark Grid Az KT0189:SPC CA 2 - ORLAND SOUTH BASE AZ MK 2 274 26 42.2 KT0189:SPC CA 1 - ORLAND SOUTH BASE AZ MK 2 274 26 58.4 KT0189:UTM 10 - ORLAND SOUTH BASE AZ MK 2 273 48 25.7 KT0189 KT0189|---------------------------------------------------------------------| KT0189| PID Reference Object Distance Geod. Az | KT0189| dddmmss.s | KT0189| KT0191 ORLAND SOUTH BASE RM 2 43.266 METERS 00404 | KT0189| KT0192 ORLAND SOUTH BASE AZ MK 0170414.1 | KT0189| KT0190 ORLAND SOUTH BASE RM 1 55.565 METERS 07132 | KT0189| KT1819 ORLAND MUNICIPAL TANK APPROX. 2.3 KM 1882715.5 | KT0189| DB6457 ORLAND SOUTH BASE RM 3 26.734 METERS 21151 | KT0189| DB6456 ORLAND SOUTH BASE AZ MK 2 2741925.7 | KT0189| KT1799 CORNING FAA MICROWAVE MAST APPROX. 8.4 KM 3562208.1 | KT0189|---------------------------------------------------------------------| KT0189 KT0189 SUPERSEDED SURVEY CONTROL KT0189 KT0189 NAD 83(1998)- 39 46 06.53326(N) 122 11 32.38423(W) AD(2004.30) B KT0189 ELLIP H (05/10/05) 52.87 (m) GP(2004.30) 4 1 KT0189 NAD 83(1998)- 39 46 06.53159(N) 122 11 32.38240(W) AD(1998.50) A KT0189 ELLIP H (04/06/00) 53.01 (m) GP(1998.50) 3 1 KT0189 NAD 83(1992)- 39 46 06.52933(N) 122 11 32.37804(W) AD(1991.35) B KT0189 ELLIP H (05/15/92) 53.06 (m) GP(1991.35) 4 2 KT0189 NAD 83(1986)- 39 46 06.52081(N) 122 11 32.37154(W) AD(1984.00) 1 KT0189 NAD 27 - 39 46 06.95200(N) 122 11 28.42300(W) AD( ) 1 KT0189 NAVD 88 (05/15/92) 81.64 (m) 267.8 (f) LEVELING 3 KT0189 NGVD 29 (??/??/92) 80.888 (m) 265.38 (f) ADJ UNCH 1 2 KT0189 KT0189.Superseded values are not recommended for survey control. KT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0189.See file dsdata.txt to determine how the superseded data were derived. KT0189 KT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK6917502373(NAD 83) KT0189_MARKER: DS = TRIANGULATION STATION DISK KT0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0189_SP_SET: CONCRETE POST KT0189_STAMPING: ORLAND S BASE 1939 KT0189_MARK LOGO: CGS KT0189_PROJECTION: FLUSH KT0189_MAGNETIC: N = NO MAGNETIC MATERIAL KT0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0189+STABILITY: SURFACE MOTION KT0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0189+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT0189 KT0189 HISTORY - Date Condition Report By KT0189 HISTORY - 1939 MONUMENTED CGS KT0189 HISTORY - 1949 GOOD NGS KT0189 HISTORY - 1964 GOOD CGS KT0189 HISTORY - 1971 GOOD NGS KT0189 HISTORY - 1971 GOOD NGS KT0189 HISTORY - 1977 GOOD NGS KT0189 HISTORY - 1980 GOOD NGS KT0189 HISTORY - 19910527 GOOD NGS KT0189 HISTORY - 19920502 GOOD NOS KT0189 HISTORY - 19940429 GOOD NGS KT0189 HISTORY - 19960129 GOOD CADT KT0189 HISTORY - 19961011 GOOD CADT KT0189 HISTORY - 19980506 GOOD NGS KT0189 HISTORY - 20030730 GOOD CADT KT0189 HISTORY - 20031010 GOOD FRAME KT0189 HISTORY - 20041005 GOOD CADT KT0189 KT0189 STATION DESCRIPTION KT0189 KT0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KT0189'ABOUT 1-1/2 MILES NORTH OF ORLAND, AT WYE JUNCTION OF THE KT0189'SOUTHERN PACIFIC RAILROAD, IN THE NORTHWEST QUARTER OF SEC. 15, KT0189'T. 22 N., R. 3 W., ON PROPERTY OF SOUTHERN PACIFIC RAILROAD. KT0189'REACHED FROM ORLAND BY FOLLOWING U.S. HIGHWAY 99W NORTH 1.5 KT0189'MILES TO PAVED ROAD LEADING EAST, TURN RIGHT (EAST) AND GO KT0189'0.25 MILE TO RAILROAD CROSSING. STATION IS LOCATED WITHIN THE KT0189'WYE FORMED BY THE JUNCTION OF THE HAMILTON BRANCH WITH THE KT0189'MAIN LINE, 65-1/2 FEET EAST-SOUTHEAST OF EAST RAIL OF MAIN KT0189'LINE TRACK, 60-1/2 FEET WEST-NORTHWEST OF WEST RAIL OF KT0189'HAMILTON BRANCH LINE TRACK AND 195 FEET SOUTH OF THE KT0189'PAVED WEST-EAST HIGHWAY. KT0189' KT0189'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KT0189'BRONZE DISKS. KT0189'A 4- BY 4- INCH WHITE POST WAS PLACED AT KT0189'STATION MARK. KT0189' KT0189'THE AZIMUTH MARK IS 33-1/2 FEET WEST OF WEST RAIL OF RAILROAD KT0189'TRACKS AND 14 FEET EAST OF NORTH-SOUTH FENCE LINE. KT0189' KT0189'A 77-FOOT TOWER REQUIRED. KT0189 KT0189 STATION RECOVERY (1949) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 KT0189'1.6 MI N FROM ORLAND. KT0189'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0189'STATION AT ORLAND, AT WYO, AT A Y FORMED BY THE TRACKS, ABOUT KT0189'235 FEET NORTHEAST OF MILE POST NO. 167, 91 FEET SOUTH OF KT0189'GRADE CROSSING NO. AE 167.1, 81 FEET WEST OF THE CENTER LINE KT0189'OF THE SPUR TRACK, 68.5 FEET EAST OF THE CENTER LINE OF THE KT0189'MAIN TRACK, 2.7 FEET NORTH OF A WITNESS POST, AND SET IN THE KT0189'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. KT0189 KT0189 STATION RECOVERY (1964) KT0189 KT0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GCR) KT0189'STATION RECOVERED AS DESCRIBED. STATION MARK AND REFERENCE MARK KT0189'2 WERE FOUND IN GOOD CONDITION. THE SPUR-LINE RAILROAD HAS BEEN KT0189'REBUILT AND IT IS ASSUMED THAT REFERENCE MARK 1 WAS DESTROYED OR KT0189'COVERED OVER BY THE NEW RAILROAD GRADE. THE DIRT HAS BEEN GRADED KT0189'FROM AROUND THE STATION MARK AREA BUT THE MONUMENT IS STILL KT0189'FIRMLY IN THE GROUND. STATION LIES INSIDE THE TRIANGULAR PLOT OF KT0189'GROUND JUST EAST OF THE MAIN RAILROAD AND THE MASONIC CEMETERY. KT0189'THE AZIMUTH MARK WAS NOT SEARCHED FOR. KT0189 KT0189 STATION RECOVERY (1971) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT0189'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND KT0189'TO BE IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND TO BE KT0189'DESTROYED AND THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. KT0189'A NEW REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT KT0189'THIS TIME. A LONGER DISTANCE OF 0.021 METER IN THE DISTANCE TO KT0189'REFERENCE MARK 2 WAS NOTED AND VERIFIED. A COMPLETE NEW KT0189'DESCRIPTION FOLLOWS-- KT0189' KT0189'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF ORLAND, 1 MILE KT0189'EAST OF INTERSTATE HIGHWAY 5, AT WYO JUNCTION OF THE SOUTHERN KT0189'PACIFIC COMPANY RAILROAD AND ON PROPERTY OWNED BY THE SOUTHERN KT0189'PACIFIC COMPANY. KT0189' KT0189'TO REACH THE STATION FROM THE POST OFFICE IN ORLAND GO NORTH ON KT0189'FOURTH STREET FOR 0.15 MILE TO THE INTERSECTION OF WALKER STREET, KT0189'(STATE HIGHWAY 32). TURN LEFT AND GO WEST ON WALKER STREET, KT0189'(STATE HIGHWAY 32) FOR 0.2 MILE TO THE INTERSECTION OF SIXTH KT0189'STREET, (STATE HIGHWAY 99W). TURN RIGHT AND GO NORTH ON SIXTH KT0189'STREET, (STATE HIGHWAY 99W) FOR 1.55 MILES TO THE AZIMUTH MARK KT0189'ON THE RIGHT. CONTINUE AHEAD NORTH FOR ABOUT 100 FEET TO A KT0189'SIDE ROAD, ROAD 9. TURN RIGHT AND GO EAST ON ROAD 9 FOR 0.2 KT0189'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A RAILROAD KT0189'TRACK. TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.05 MILE KT0189'TO THE STATION AS DESCRIBED. KT0189' KT0189'THE STATION MARK IS A STANDARD DISK STAMPED ORLAND S. BASE 1939, KT0189'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT0189'3 INCHES ABOVE THE GROUND SURFACE. IT IS 65.5 FEET EAST OF THE KT0189'EAST RAIL OF A RAILROAD TRACK, 63 FEET WEST OF THE WEST RAIL OF KT0189'A RAILROAD TRACK AND 3 FEET NORTH OF A 4 X 4-INCH WOODEN WITNESS KT0189'POST. KT0189' KT0189'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ORLAND S. BASE NO 2 KT0189'1939, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT KT0189'IS FLUSH WITH THE GROUND SURFACE. IT IS 46 FEET SOUTH OF THE KT0189'CENTER OF ROAD 9, 25.3 FEET EAST OF THE EAST RAIL OF A RAILROAD KT0189'TRACK AND 1.4 FEET WEST OF A METAL WITNESS POST WITH SIGN. KT0189' KT0189'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ORLAND S. BASE 1939 KT0189'NO 3 1971, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS KT0189'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND KT0189'SURFACE. IT IS 85 FEET SOUTH-SOUTHWEST OF A 4 X 4-INCH WOODEN KT0189'WITNESS POST, 48 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK, KT0189'35 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 2 FEET KT0189'NORTH OF A TELEGRAPH POLE. KT0189' KT0189'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORLAND S. BASE 1939 KT0189'1971, CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE CURB OF A KT0189'BRIDGE ON STATE HIGHWAY 99W. IT IS 110 FEET SOUTH OF THE CENTER KT0189'OF ROAD 9, 28.5 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 15 KT0189'FEET EAST OF THE CENTER OF THE BRIDGE AND 1.2 FEET WEST OF THE KT0189'EAST EDGE OF THE BRIDGE. KT0189' KT0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES KT0189'NORTH OF ORLAND KT0189 KT0189 STATION RECOVERY (1971) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0189'RECOVERED IN GOOD CONDITION. KT0189 KT0189 STATION RECOVERY (1977) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP) KT0189'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK KT0189'WERE RECOVERED AS DESCRIBED IN 1971. KT0189' KT0189'DUE TO A GROWTH OF TREES, THIS STATION IS NO LONGER VG TO STATION KT0189'ORLAND. KT0189' KT0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0189'1.5 MILES NORTH OF ORLAND. KT0189 KT0189 STATION RECOVERY (1980) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM) KT0189'THE STATION MARK RECOVERED AS DESCRIBED IN 1971. KT0189' KT0189'REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION. KT0189' KT0189'STATION OCCUPIED FOR ASTRO PURPOSES ONLY. KT0189 KT0189 STATION RECOVERY (1991) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 KT0189'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF ORLAND, 1 MI KT0189'(1.6 KM) EAST OF INTERSTATE HIGHWAY 5, AT WYO JUNCTION OF THE KT0189'SOUTHERN PACIFIC COMPANY RAILROAD AND ON PROPERTY OWNED BY SOUTHERN KT0189'PACIFIC COMPANY. KT0189'TO REACH THE STATION FROM THE POST OFFICE IN ORLAND GO NORTH ON FOURTH KT0189'STREET FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF WALKER STREET, KT0189'(STATE HIGHWAY 32). TURN LEFT AND GO WEST ON WALKER STREET FOR 0.2 KT0189'MI (0.3 KM) TO THE INTERSECTION OF SIXTH STREET, (STATE HIGHWAY 99W). KT0189'TURN RIGHT AND GO NORTH ON SIXTH STREET FOR 1.55 MI (2.49 KM) TO THE KT0189'AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD NORTH FOR ABOUT 100 FT KT0189'(30.5 M) TO A SIDE ROAD, ROAD 9. TURN RIGHT AND GO EAST ON ROAD 9 KT0189'FOR 0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A KT0189'RAILROAD TRACK. TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.05 MI KT0189'(0.08 KM) TO THE STATION. KT0189'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 12-IN SQUARE KT0189'CONCRETE MONUMENT THAT PROJECTS 8-CM ABOVE THE GROUND. LOCATED 65.5 KT0189'FT (20.0 M) EAST OF THE EAST RAIL OF A RAILROAD TRACK, 63 FT KT0189'(19.2 M) WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 3 FT (0.9 M) KT0189'NORTH OF A 4 X 4-IN WOODEN WITNESS POST. KT0189 KT0189 STATION RECOVERY (1992) KT0189 KT0189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 KT0189'STATION IS LOCATED ABOUT 1933 KM (1201.11 MI) SOUTH OF CORNING 16.1 KM KT0189'(10.00 MI) WEST OF HAMILTON CITY, 14.5 KM (9.01 MI) NORTH OF ARTOIS KT0189'AND 1.6 KM (0.99 MI) NORTH OF ORLAND IN A TRIANGLE FORMED BY TWO SETS KT0189'OF RAILROAD TRACKS AND COUNTY ROAD 9 JUST PAST A CEMETARY. KT0189'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 WEST AND 6TH AVENUE IN KT0189'ORLAND GO NORTH ON 6TH AVENUE FOR 0.6 KM (0.37 MI) TO AN ARCH OVER KT0189'6TH AVENUE WHICH HAS ORLAND INSCRIBED ON IT. CONTINUE NORTH ON 6TH KT0189'AVENUE FOR 1.6 KM (0.99 MI) TO A ROAD ON THE RIGHT (COUNTY ROAD 9). KT0189'TURN RIGHT (EAST) ONTO COUNTY ROAD 9 AND GO 0.5 MI (0.80 KM) TO A KT0189'SET OF RAILROAD TRACKS, CONTINUE ON COUNTY ROAD 9 FOR ABOUT 7.6 M KT0189'(24.93 FT) TO THE STATION ON THE RIGHT. KT0189'STATION IS LOCATED 59.2 M (194.23 FT) SOUTH OF THE CENTER OF COUNTY KT0189'ROAD 9, 27.4 M (89.89 FT) NORTH-NORTHEAST OF THE SECOND POWER POLE KT0189'SOUTH OF COUNTY ROAD 9, 20.0 M (65.62 FT) EAST OF THE EAST RAIL OF A KT0189'SET OF RAILROAD TRACKS AND 18.7 M (61.35 FT) WEST OF THE WEST RAIL OF KT0189'A SET OR RAILROAD TRACKS.. KT0189 KT0189 STATION RECOVERY (1994) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KT0189'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF ORLAND, 1 MI KT0189'(1.6 KM) EAST OF INTERSTATE HIGHWAY 5, AT WYO JUNCTION OF THE SOUTHERN KT0189'PACIFIC COMPANY RAILROAD AND ON PROPERTY OWNED BY SOUTHERN PACIFIC KT0189'COMPANY. TO REACH THE STATION FROM THE POST OFFICE IN ORLAND GO NORTH KT0189'ON FOURTH STREET FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF WALKER KT0189'STREET (STATE HIGHWAY 32). TURN LEFT AND GO AND GO WEST ON WALKER KT0189'STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF SIXTH STREET (STATE KT0189'HIGHWAY 99W). TURN RIGHT AND GO NORTH ON SIXTH STREET FOR 1.55 MI KT0189'(2.49 KM) TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD NORTH FOR KT0189'ABOUT 30.5 M (100.1 FT) TO A SIDE ROAD (ROAD 9). TURN RIGHT AND GO KT0189'EAST ON ROAD 9 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, JUST KT0189'AFTER CROSSING A RAILROAD TRACK. THE STATION IS A STANDARD CGS KT0189'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE KT0189'MONUMENT THAT PROJECTS 8 CM ABOVE GROUND. LOCATED 20.0 M (65.6 FT) KT0189'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 19.2 M (63.0 FT) NORTHWEST KT0189'OF THE NORTHWEST RAIL OF A RAILROAD TRACK, 59.0 M (193.6 FT) SOUTH OF KT0189'AND 0.9 M (3.0 FT) BELOW THE CENTERLINE OF THE ROAD, AND 0.9 M (3.0 KT0189'FT) NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST. KT0189 KT0189 STATION RECOVERY (1996) KT0189 KT0189'RECOVERY NOTE BY CALTRANS 1996 (JRL) KT0189'RECOVERED AS DESCRIBED. KT0189 KT0189 STATION RECOVERY (1996) KT0189 KT0189'RECOVERY NOTE BY CALTRANS 1996 (PTD) KT0189'RECOVERED AS DESCRIBED. KT0189 KT0189 STATION RECOVERY (1998) KT0189 KT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KT0189'THE STATION IS LOCATED ABOUT 19.33 KM (12.00 MI) SOUTH OF CORNING, KT0189'16.1 KM (10.00 MI) WEST OF HAMILTON CITY, 14.5 KM (9.00 MI) NORTH OF KT0189'ARTOIS, 1.6 KM (1.00 MI) NORTH OF ORLAND, NEAR THE SOUTH CENTER PART KT0189'OF A LARGE GRASS TRIANGLE FORMED BY COUNTY ROAD 9 AND THE FORK OF TWO KT0189'RAILROAD TRACKS JUST EAST OF A CEMETERY. OWNERSHIP--SOUTHERN PACIFIC KT0189'RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE KT0189'HIGHWAY 5 AND STATE HIGHWAY 32 (CHICO EXIT), ABOUT 0.8 KM (0.50 MI) KT0189'WEST OF ORLAND, GO EAST FOR 0.80 KM (0.50 MI) ON HIGHWAY 32 TO THE KT0189'INTERSECTION OF 6TH ST. TURN LEFT, NORTH FOR 0.64 KM (0.40 MI) ON 6TH KT0189'ST TO A LARGE OVERHEAD ARCH INSCRIBED ORLAND. CONTINUE NORTH FOR 1.6 KT0189'KM (1.00 MI) ON 6TH STREET TO COUNTY ROAD 9 ON THE RIGHT. TURN RIGHT, KT0189'EAST FOR 0.4 KM (0.25 MI) ON COUNTY ROAD 9 TO A RAILROAD CROSSING AND KT0189'THE STATION IN THE SOUTHEAST QUADRANT. CONTINUE EAST FOR 0.16 KM KT0189'(0.10 MI) ON COUNTY ROAD 9 TO A NARROW ROAD RIGHT AND A TRACK ROAD FAR KT0189'RIGHT. TURN HARD RIGHT, SOUTHEASTERLY FOR 0.16 KM (0.10 MI) ON THE KT0189'TRACK ROAD ON THE NORTHERLY SIDE OF THE CURVED TRACKS TO THE STATION KT0189'ON THE RIGHT. LOCATED 59.2 M (194.2 FT) SOUTH OF THE CENTER OF COUNTY KT0189'ROAD 9, 27.4 M (89.9 FT) NORTH-NORTHEAST OF THE SECOND UTILITY POLE KT0189'SOUTH OF COUNTY ROAD 9, 20.0 M (65.6 FT) EAST OF THE NEAR RAIL OF THE KT0189'WEST SET OF TRACKS, 18.7 M (61.4 FT) WEST-NORTHWEST OF THE NEAR RAIL KT0189'OF THE EAST SET OF CURVED TRACKS, 0.8 M (2.6 FT) NORTH OF A FIBERGLASS KT0189'WITNESS POST, ABOUT 0.5 M (1.6 FT) BELOW THE TRACK LEVEL AND KT0189'PROJECTING 8 CM ABOVE GROUND. KT0189 KT0189 STATION RECOVERY (2003) KT0189 KT0189'RECOVERY NOTE BY CALTRANS 2003 (RLM) KT0189'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0189'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0189'MODERNIZATION PROJECT. KT0189 KT0189 STATION RECOVERY (2003) KT0189 KT0189'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KT0189'THE STATION WAS RECOVERED AS DESCRIBED. KT0189 KT0189 STATION RECOVERY (2004) KT0189 KT0189'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0189'RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS PART OF A KT0189'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION KT0189'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT0797 *********************************************************************** KT0797 DESIGNATION - P 1066 KT0797 PID - KT0797 KT0797 STATE/COUNTY- CA/GLENN KT0797 USGS QUAD - CHROME (1968) KT0797 KT0797 *CURRENT SURVEY CONTROL KT0797 ___________________________________________________________________ KT0797* NAD 83(1998)- 39 39 24.03636(N) 122 35 30.42873(W) ADJUSTED KT0797* NAVD 88 - 314.7 (meters) 1032. (feet) GPS OBS KT0797 ___________________________________________________________________ KT0797 EPOCH DATE - 2004.69 KT0797 X - -2,648,726.719 (meters) COMP KT0797 Y - -4,143,007.032 (meters) COMP KT0797 Z - 4,048,893.393 (meters) COMP KT0797 LAPLACE CORR- -10.85 (seconds) DEFLEC99 KT0797 ELLIP HEIGHT- 285.80 (meters) (09/28/05) GPS OBS KT0797 GEOID HEIGHT- -28.75 (meters) GEOID03 KT0797 KT0797 HORZ ORDER - B KT0797 VERT ORDER - FIRST CLASS II (See Below) KT0797 ELLP ORDER - FOURTH CLASS I KT0797 KT0797.The horizontal coordinates were established by GPS observations KT0797.and adjusted by the National Geodetic Survey in September 2005. KT0797.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT0797.DATUM ITEM on the data sheet items page. KT0797.The horizontal coordinates are valid at the epoch date displayed above. KT0797.The epoch date for horizontal control is a decimal equivalence KT0797.of Year/Month/Day. KT0797 KT0797.The orthometric height was determined by GPS observations and a KT0797.high-resolution geoid model. KT0797.The vertical order pertains to the NGVD 29 superseded value. KT0797 KT0797.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT0797 KT0797.The Laplace correction was computed from DEFLEC99 derived deflections. KT0797 KT0797.The ellipsoidal height was determined by GPS observations KT0797.and is referenced to NAD 83. KT0797 KT0797.The geoid height was determined by GEOID03. KT0797 KT0797; North East Units Scale Factor Converg. KT0797;SPC CA 2 - 721,072.628 1,949,215.122 MT 0.99996444 -0 22 23.2 KT0797;SPC CA 2 - 2,365,719.11 6,395,049.95 sFT 0.99996444 -0 22 23.2 KT0797;UTM 10 - 4,389,732.443 535,018.982 MT 0.99961510 +0 15 37.9 KT0797 KT0797! - Elev Factor x Scale Factor = Combined Factor KT0797!SPC CA 2 - 0.99995516 x 0.99996444 = 0.99991961 KT0797!UTM 10 - 0.99995516 x 0.99961510 = 0.99957028 KT0797 KT0797 SUPERSEDED SURVEY CONTROL KT0797 KT0797 NGVD 29 (??/??/92) 313.806 (m) 1029.55 (f) ADJ UNCH 1 2 KT0797 KT0797.Superseded values are not recommended for survey control. KT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0797.See file dsdata.txt to determine how the superseded data were derived. KT0797 KT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ3501989732(NAD 83) KT0797_MARKER: DB = BENCH MARK DISK KT0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE KT0797_SP_SET: CONCRETE CATTLE GRATE KT0797_STAMPING: P 1066 1966 KT0797_MARK LOGO: CGS KT0797_MAGNETIC: N = NO MAGNETIC MATERIAL KT0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0797+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT0797 KT0797 HISTORY - Date Condition Report By KT0797 HISTORY - 1966 MONUMENTED CGS KT0797 HISTORY - 20040328 GOOD CADT KT0797 HISTORY - 20041005 GOOD CADT KT0797 KT0797 STATION DESCRIPTION KT0797 KT0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0797'8.3 MI NW FROM ELK CREEK. KT0797'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0797'AT ELK CREEK, THENCE 3.8 MILES WEST ALONG COUNTY ROAD 307, KT0797'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF KT0797'A STEEL RAIL CATTLEGUARD, 11 FEET SOUTH OF THE CENTER LINE KT0797'OF THE ROAD, 125 FEET WEST OF THE CENTER OF THE JUNCTION OF KT0797'A ROAD SOUTHWEST, 1.9 FEET NORTH OF THE SOUTHEAST CORNER OF KT0797'THE FOUNDATION OF THE CATTLEGUARD, AND ABOUT LEVEL WITH THE ROAD. KT0797 KT0797 STATION RECOVERY (2004) KT0797 KT0797'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0797'RECOVERED IN GOOD CONDITION. KT0797 KT0797 STATION RECOVERY (2004) KT0797 KT0797'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0797'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0797'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0797'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KT0827 *********************************************************************** KT0827 HT_MOD - This is a Height Modernization Survey Station. KT0827 DESIGNATION - W 215 AZ MK KT0827 PID - KT0827 KT0827 STATE/COUNTY- CA/GLENN KT0827 USGS QUAD - NEWVILLE (1973) KT0827 KT0827 *CURRENT SURVEY CONTROL KT0827 ___________________________________________________________________ KT0827* NAD 83(1998)- 39 47 44.85095(N) 122 32 47.50273(W) ADJUSTED KT0827* NAVD 88 - 207.10 (meters) 679.5 (feet) GPS OBS KT0827 ___________________________________________________________________ KT0827 EPOCH DATE - 2004.69 KT0827 X - -2,640,097.761 (meters) COMP KT0827 Y - -4,136,706.338 (meters) COMP KT0827 Z - 4,060,704.497 (meters) COMP KT0827 LAPLACE CORR- -5.72 (seconds) DEFLEC99 KT0827 ELLIP HEIGHT- 178.07 (meters) (09/28/05) GPS OBS KT0827 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0827 KT0827 HORZ ORDER - B KT0827 VERT ORDER - FIRST CLASS II (See Below) KT0827 ELLP ORDER - FOURTH CLASS I KT0827 KT0827.The horizontal coordinates were established by GPS observations KT0827.and adjusted by the National Geodetic Survey in September 2005. KT0827.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KT0827.DATUM ITEM on the data sheet items page. KT0827.The horizontal coordinates are valid at the epoch date displayed above. KT0827.The epoch date for horizontal control is a decimal equivalence KT0827.of Year/Month/Day. KT0827 KT0827.The orthometric height was determined by GPS observations and a KT0827.high-resolution geoid model using precise GPS observation and KT0827.processing techniques. KT0827.The vertical order pertains to the NGVD 29 superseded value. KT0827 KT0827.The X, Y, and Z were computed from the position and the ellipsoidal ht. KT0827 KT0827.The Laplace correction was computed from DEFLEC99 derived deflections. KT0827 KT0827.The ellipsoidal height was determined by GPS observations KT0827.and is referenced to NAD 83. KT0827 KT0827.The geoid height was determined by GEOID03. KT0827 KT0827; North East Units Scale Factor Converg. KT0827;SPC CA 2 - 736,493.548 1,953,191.768 MT 0.99999164 -0 20 40.4 KT0827;SPC CA 2 - 2,416,312.58 6,408,096.66 sFT 0.99999164 -0 20 40.4 KT0827;UTM 10 - 4,405,190.856 538,823.321 MT 0.99961856 +0 17 24.9 KT0827 KT0827! - Elev Factor x Scale Factor = Combined Factor KT0827!SPC CA 2 - 0.99997206 x 0.99999164 = 0.99996371 KT0827!UTM 10 - 0.99997206 x 0.99961856 = 0.99959064 KT0827 KT0827 SUPERSEDED SURVEY CONTROL KT0827 KT0827 NAD 83(1998)- 39 47 44.85033(N) 122 32 47.50215(W) AD(2004.30) B KT0827 ELLIP H (05/10/05) 177.96 (m) GP(2004.30) 4 1 KT0827 NGVD 29 (??/??/92) 206.304 (m) 676.85 (f) ADJ UNCH 1 2 KT0827 KT0827.Superseded values are not recommended for survey control. KT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0827.See file dsdata.txt to determine how the superseded data were derived. KT0827 KT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK3882305191(NAD 83) KT0827_MARKER: DZ = AZIMUTH MARK DISK KT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT KT0827_STAMPING: BM W 215 1964 KT0827_MARK LOGO: CGS KT0827_PROJECTION: PROJECTING 3 CENTIMETERS KT0827_MAGNETIC: N = NO MAGNETIC MATERIAL KT0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0827+STABILITY: SURFACE MOTION KT0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0827+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 KT0827 KT0827 HISTORY - Date Condition Report By KT0827 HISTORY - 1964 MONUMENTED CGS KT0827 HISTORY - 1966 GOOD NGS KT0827 HISTORY - 20031010 GOOD FRAME KT0827 HISTORY - 20041005 GOOD CADT KT0827 KT0827 STATION DESCRIPTION KT0827 KT0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0827'8.7 MI S FROM PASKENTA. KT0827'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0827'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0827'1.8 MILES SOUTH ALONG NEWVILLE ROAD, 26 FEET NORTH OF THE KT0827'CENTER LINE OF THE ROAD, 11 FEET WEST OF THE WEST END OF GATE, KT0827'7 FEET WEST OF A FENCE JUNCTION, 1.2 FEET SOUTH OF A FENCE, KT0827'1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND KT0827'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE KT0827'THE GROUND. KT0827 KT0827 STATION RECOVERY (2003) KT0827 KT0827'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KT0827'THE STATION IS LOCATED ABOUT 18 MI WEST OF ORLAND, 13 MI NORTH OF ELK KT0827'CREEK AND ABOUT 1.2 MI WEST OF THE SMALL COMMUNITY OF NEWVILLE. KT0827' KT0827'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND KT0827'ROAD 200, NEWVILLE ROAD (AND THE WESTERN TERMINUS OF STATE HIGHWAY KT0827'32), GO WESTERLY ON ROAD 200 FOR ABOUT 16 MI TO A SIDE ROAD LEFT, ROAD KT0827'306. CONTINUE WEST ON ROAD 200 FOR 1.5 MI TO THE STATION ON THE RIGHT. KT0827'THE STATION IS ABOUT 105 FT EAST OF A 6X6 IN WOODEN POST PROJECTING KT0827'ABOUT 4 FT. THE WOODEN POST SUPPORTS A SIGN FOR AT AND T BURIED CABLE KT0827'AND IS POST 9 83. THE STATION IS ABOUT 26 FT NORTH OF THE CENTERLINE KT0827'OF ROAD 200, 1.5 FT NORTHWEST OF A METAL WITNESS POST ABD 1.0 FT SOUTH KT0827'OF A FENCE LINE. KT0827 KT0827 STATION RECOVERY (2004) KT0827 KT0827'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0827'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KT0827'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KT0827'MODERNIZATION PROJECT.