DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.11 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0360 *********************************************************************** KT0360 DESIGNATION - 1 S KT0360 PID - KT0360 KT0360 STATE/COUNTY- CA/GLENN KT0360 USGS QUAD - LOGANDALE (1973) KT0360 KT0360 *CURRENT SURVEY CONTROL KT0360 ___________________________________________________________________ KT0360* NAD 83(1992)- 39 29 25.44608(N) 122 11 34.52056(W) ADJUSTED KT0360* NAVD 88 - 35.19 (+/-2cm) 115.5 (feet) VERTCON KT0360 ___________________________________________________________________ KT0360 EPOCH DATE - 1991.35 KT0360 LAPLACE CORR- 4.85 (seconds) DEFLEC99 KT0360 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0360 KT0360 HORZ ORDER - SECOND KT0360 VERT ORDER - FIRST CLASS II (See Below) KT0360 KT0360.The horizontal coordinates were established by classical geodetic methods KT0360.and adjusted by the National Geodetic Survey in March 1994. KT0360.The horizontal coordinates are valid at the epoch date displayed above. KT0360.The epoch date for horizontal control is a decimal equivalence KT0360.of Year/Month/Day. KT0360 KT0360.The NAVD 88 height was computed by applying the VERTCON shift value to KT0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0360.The vertical order pertains to the NGVD 29 superseded value. KT0360 KT0360.The Laplace correction was computed from DEFLEC99 derived deflections. KT0360 KT0360.The geoid height was determined by GEOID03. KT0360 KT0360; North East Units Scale Factor Converg. KT0360;SPC CA 2 - 702,464.857 1,983,404.818 MT 0.99993969 -0 07 17.9 KT0360;SPC CA 2 - 2,304,670.12 6,507,220.64 sFT 0.99993969 -0 07 17.9 KT0360;UTM 10 - 4,371,510.147 569,401.725 MT 0.99965930 +0 30 47.8 KT0360 KT0360! - Elev Factor x Scale Factor = Combined Factor KT0360!SPC CA 2 - 0.99999903 x 0.99993969 = 0.99993872 KT0360!UTM 10 - 0.99999903 x 0.99965930 = 0.99965833 KT0360 KT0360 SUPERSEDED SURVEY CONTROL KT0360 KT0360 NAD 83(1986)- 39 29 25.43811(N) 122 11 34.51605(W) AD(1984.00) 2 KT0360 NAD 27 - 39 29 25.86460(N) 122 11 30.58710(W) AD( ) 2 KT0360 NGVD 29 (??/??/92) 34.443 (m) 113.00 (f) ADJ UNCH 1 2 KT0360 KT0360.Superseded values are not recommended for survey control. KT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0360.See file dsdata.txt to determine how the superseded data were derived. KT0360 KT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6940271510(NAD 83) KT0360_MARKER: DB = BENCH MARK DISK KT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0360+STABILITY: SURFACE MOTION KT0360 KT0360 HISTORY - Date Condition Report By KT0360 HISTORY - 1959 MONUMENTED CGS KT0360 HISTORY - 1967 GOOD NGS KT0360 KT0360 STATION DESCRIPTION KT0360 KT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 KT0360'SEE STATION LENN. KT0360 KT0360 STATION RECOVERY (1967) KT0360 KT0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0360'2 MI S FROM WILLOWS. KT0360'2.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0360'FROM THE STATION AT WILLOWS, 0.2 MILE SOUTH OF MILEPOLE 148, KT0360'40.9 FEET WEST OF THE WEST RAIL, 67 1/2 FEET EAST OF THE CENTER KT0360'LINE OF AN ASPHALT ROAD, 30.49 FEET NORTHWEST OF TRIANGULATION KT0360'STATION LENN, 55.5 FEET SOUTH OF THE FIFTH POLE SOUTH OF KT0360'MILEPOLE 148, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A 1-INCH IRON KT0360'PIPE ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE KT0360'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0453 *********************************************************************** KT0453 DESIGNATION - 1012 USGS KT0453 PID - KT0453 KT0453 STATE/COUNTY- CA/GLENN KT0453 USGS QUAD - RAIL CANYON (1989) KT0453 KT0453 *CURRENT SURVEY CONTROL KT0453 ___________________________________________________________________ KT0453* NAD 83(1986)- 39 28 41. (N) 122 26 32. (W) SCALED KT0453* NAVD 88 - 309.54 (+/-2cm) 1015.5 (feet) VERTCON KT0453 ___________________________________________________________________ KT0453 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0453 KT0453 VERT ORDER - SECOND CLASS 0 (See Below) KT0453 KT0453.The horizontal coordinates were scaled from a topographic map and have KT0453.an estimated accuracy of +/- 6 seconds. KT0453 KT0453.The NAVD 88 height was computed by applying the VERTCON shift value to KT0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0453.The vertical order pertains to the NGVD 29 superseded value. KT0453 KT0453.The geoid height was determined by GEOID03. KT0453 KT0453; North East Units Estimated Accuracy KT0453;SPC CA 2 - 701,170. 1,961,950. MT (+/- 180 meters Scaled) KT0453 KT0453 SUPERSEDED SURVEY CONTROL KT0453 KT0453 NGVD 29 (??/??/92) 308.714 (m) 1012.84 (f) ADJ UNCH 2 0 KT0453 KT0453.Superseded values are not recommended for survey control. KT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0453.See file dsdata.txt to determine how the superseded data were derived. KT0453 KT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ479699(NAD 83) KT0453_MARKER: N = NAIL KT0453_SETTING: 30 = TREE KT0453_STAMPING: 1012 USBM KT0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0453 KT0453 HISTORY - Date Condition Report By KT0453 HISTORY - UNK MONUMENTED USGS KT0453 HISTORY - 1935 GOOD NGS KT0453 KT0453 STATION DESCRIPTION KT0453 KT0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0453'11.9 MI NE FROM STONYFORD. KT0453'IN GLENN COUNTY, 11.9 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0453'FROM STONYFORD, COLUSA COUNTY, IN THE ROOT OF A LEANING PINE KT0453'TREE, AND ABOUT 3 FEET BELOW THE SURFACE OF THE ROAD. A UNITED KT0453'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, STAMPED KT0453'1012 USBM. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0444 *********************************************************************** KT0444 DESIGNATION - 1015 USGS KT0444 PID - KT0444 KT0444 STATE/COUNTY- CA/GLENN KT0444 USGS QUAD - RAIL CANYON (1989) KT0444 KT0444 *CURRENT SURVEY CONTROL KT0444 ___________________________________________________________________ KT0444* NAD 83(1986)- 39 26 06. (N) 122 29 42. (W) SCALED KT0444* NAVD 88 - 310.48 (+/-2cm) 1018.6 (feet) VERTCON KT0444 ___________________________________________________________________ KT0444 GEOID HEIGHT- -29.07 (meters) GEOID03 KT0444 KT0444 VERT ORDER - SECOND CLASS 0 (See Below) KT0444 KT0444.The horizontal coordinates were scaled from a topographic map and have KT0444.an estimated accuracy of +/- 6 seconds. KT0444 KT0444.The NAVD 88 height was computed by applying the VERTCON shift value to KT0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0444.The vertical order pertains to the NGVD 29 superseded value. KT0444 KT0444.The geoid height was determined by GEOID03. KT0444 KT0444; North East Units Estimated Accuracy KT0444;SPC CA 2 - 696,410. 1,957,390. MT (+/- 180 meters Scaled) KT0444 KT0444 SUPERSEDED SURVEY CONTROL KT0444 KT0444 NGVD 29 (??/??/92) 309.649 (m) 1015.91 (f) ADJ UNCH 2 0 KT0444 KT0444.Superseded values are not recommended for survey control. KT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0444.See file dsdata.txt to determine how the superseded data were derived. KT0444 KT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ434651(NAD 83) KT0444_MARKER: Q = CHISELED SQUARE KT0444_SETTING: 30 = CULVERT KT0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0444 KT0444 HISTORY - Date Condition Report By KT0444 HISTORY - UNK MONUMENTED USGS KT0444 HISTORY - 1935 GOOD NGS KT0444 KT0444 STATION DESCRIPTION KT0444 KT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0444'6.2 MI NE FROM STONYFORD. KT0444'IN GLENN COUNTY, 6.2 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0444'FROM STONYFORD, COLUSA COUNTY, ABOUT 1/2 MILE NORTHEAST OF THE KT0444'JUNCTION OF THE ELK CREEK ROAD, AT A CONCRETE CULVERT UNDER THE KT0444'ROAD, AND ON THE TOP OF THE SOUTHEAST WING WALL. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0349 *********************************************************************** KT0349 DESIGNATION - 102 B USGS KT0349 PID - KT0349 KT0349 STATE/COUNTY- CA/GLENN KT0349 USGS QUAD - LOGANDALE (1973) KT0349 KT0349 *CURRENT SURVEY CONTROL KT0349 ___________________________________________________________________ KT0349* NAD 83(1986)- 39 26 07. (N) 122 11 31. (W) SCALED KT0349* NAVD 88 - 32.14 (+/-2cm) 105.4 (feet) VERTCON KT0349 ___________________________________________________________________ KT0349 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0349 KT0349 VERT ORDER - SECOND CLASS 0 (See Below) KT0349 KT0349.The horizontal coordinates were scaled from a topographic map and have KT0349.an estimated accuracy of +/- 6 seconds. KT0349 KT0349.The NAVD 88 height was computed by applying the VERTCON shift value to KT0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0349.The vertical order pertains to the NGVD 29 superseded value. KT0349 KT0349.The geoid height was determined by GEOID03. KT0349 KT0349; North East Units Estimated Accuracy KT0349;SPC CA 2 - 696,350. 1,983,480. MT (+/- 180 meters Scaled) KT0349 KT0349 SUPERSEDED SURVEY CONTROL KT0349 KT0349 NGVD 29 (??/??/92) 31.39 (m) 103.0 (f) COMPUTED 2 0 KT0349 KT0349.Superseded values are not recommended for survey control. KT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0349.See file dsdata.txt to determine how the superseded data were derived. KT0349 KT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695653(NAD 83) KT0349_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0349_STAMPING: 102 B KT0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0349 KT0349 HISTORY - Date Condition Report By KT0349 HISTORY - UNK MONUMENTED USGS KT0349 HISTORY - 1949 GOOD NGS KT0349 HISTORY - 1967 POOR NGS KT0349 KT0349 STATION DESCRIPTION KT0349 KT0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0349'2 MI N FROM NORMAN. KT0349'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0349'STATION AT NORMAN, GLENN COUNTY, 54 FEET SOUTHWEST OF MILEPOST KT0349'144, 102 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT KT0349'CONCRETE CULVERT ON U.S. HIGHWAY 99 W, 52 FEET WEST OF THE KT0349'CENTERLINE OF THE TRACK, AND 28 FEET EAST OF THE CENTERLINE OF THE KT0349'HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED KT0349'102 B AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE-- 1967 KT0349'REPORT--IRON PIPE IS LEANING BADLY AND LOOSE. NOT CONSIDERED KT0349'STABLE ENOUGH TO HOLD ELEVATIONS. KT0349 KT0349 STATION RECOVERY (1967) KT0349 KT0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0349'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0357 *********************************************************************** KT0357 DESIGNATION - 111 B USGS KT0357 PID - KT0357 KT0357 STATE/COUNTY- CA/GLENN KT0357 USGS QUAD - LOGANDALE (1973) KT0357 KT0357 *CURRENT SURVEY CONTROL KT0357 ___________________________________________________________________ KT0357* NAD 83(1986)- 39 28 45. (N) 122 11 34. (W) SCALED KT0357* NAVD 88 - 34.87 (+/-2cm) 114.4 (feet) VERTCON KT0357 ___________________________________________________________________ KT0357 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0357 KT0357 VERT ORDER - SECOND CLASS 0 (See Below) KT0357 KT0357.The horizontal coordinates were scaled from a topographic map and have KT0357.an estimated accuracy of +/- 6 seconds. KT0357 KT0357.The NAVD 88 height was computed by applying the VERTCON shift value to KT0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0357.The vertical order pertains to the NGVD 29 superseded value. KT0357 KT0357.The geoid height was determined by GEOID03. KT0357 KT0357; North East Units Estimated Accuracy KT0357;SPC CA 2 - 701,220. 1,983,420. MT (+/- 180 meters Scaled) KT0357 KT0357 SUPERSEDED SURVEY CONTROL KT0357 KT0357 NGVD 29 (??/??/92) 34.13 (m) 112.0 (f) COMPUTED 2 0 KT0357 KT0357.Superseded values are not recommended for survey control. KT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0357.See file dsdata.txt to determine how the superseded data were derived. KT0357 KT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694702(NAD 83) KT0357_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0357_STAMPING: 111 B KT0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0357 KT0357 HISTORY - Date Condition Report By KT0357 HISTORY - UNK MONUMENTED USGS KT0357 HISTORY - 1949 GOOD NGS KT0357 HISTORY - 1967 MARK NOT FOUND NGS KT0357 KT0357 STATION DESCRIPTION KT0357 KT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0357'2.8 MI S FROM WILLOWS. KT0357'2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD KT0357'FROM THE STATION AT WILLOWS, GLENN COUNTY, 64 FEET SOUTHWEST KT0357'OF MILEPOST 147, 58 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY KT0357'99 W, AND 52 FEET WEST OF THE CENTERLINE OF THE TRACK. A KT0357'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 111 B AND KT0357'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. KT0357 KT0357 STATION RECOVERY (1967) KT0357 KT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0357'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0446 *********************************************************************** KT0446 DESIGNATION - 1125 USGS KT0446 PID - KT0446 KT0446 STATE/COUNTY- CA/GLENN KT0446 USGS QUAD - RAIL CANYON (1989) KT0446 KT0446 *CURRENT SURVEY CONTROL KT0446 ___________________________________________________________________ KT0446* NAD 83(1986)- 39 26 29. (N) 122 29 15. (W) SCALED KT0446* NAVD 88 - 343.84 (+/-2cm) 1128.1 (feet) VERTCON KT0446 ___________________________________________________________________ KT0446 GEOID HEIGHT- -29.08 (meters) GEOID03 KT0446 KT0446 VERT ORDER - SECOND CLASS 0 (See Below) KT0446 KT0446.The horizontal coordinates were scaled from a topographic map and have KT0446.an estimated accuracy of +/- 6 seconds. KT0446 KT0446.The NAVD 88 height was computed by applying the VERTCON shift value to KT0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0446.The vertical order pertains to the NGVD 29 superseded value. KT0446 KT0446.The geoid height was determined by GEOID03. KT0446 KT0446; North East Units Estimated Accuracy KT0446;SPC CA 2 - 697,120. 1,958,040. MT (+/- 180 meters Scaled) KT0446 KT0446 SUPERSEDED SURVEY CONTROL KT0446 KT0446 NGVD 29 (??/??/92) 343.010 (m) 1125.36 (f) ADJ UNCH 2 0 KT0446 KT0446.Superseded values are not recommended for survey control. KT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0446.See file dsdata.txt to determine how the superseded data were derived. KT0446 KT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ441658(NAD 83) KT0446_MARKER: Q = CHISELED SQUARE KT0446_SETTING: 30 = CULVERT KT0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0446 KT0446 HISTORY - Date Condition Report By KT0446 HISTORY - UNK MONUMENTED USGS KT0446 HISTORY - 1935 GOOD NGS KT0446 KT0446 STATION DESCRIPTION KT0446 KT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0446'6.8 MI NE FROM STONYFORD. KT0446'IN GLENN COUNTY, 6.8 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0446'FROM STONYFORD, COLUSA COUNTY, 400 FEET SOUTH OF A ROAD FORKS, KT0446'AT A CONCRETE CULVERT UNDER THE ROAD, IN THE TOP OF THE NORTHWEST KT0446'HEADWALL, AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD. KT0446'A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0169 *********************************************************************** KT0169 DESIGNATION - 113.83 SVIP KT0169 PID - KT0169 KT0169 STATE/COUNTY- CA/GLENN KT0169 USGS QUAD - WILLOWS (1969) KT0169 KT0169 *CURRENT SURVEY CONTROL KT0169 ___________________________________________________________________ KT0169* NAD 83(1986)- 39 31 25. (N) 122 08 28. (W) SCALED KT0169* NAVD 88 - 35.83 (+/-2cm) 117.6 (feet) VERTCON KT0169 ___________________________________________________________________ KT0169 GEOID HEIGHT- -28.77 (meters) GEOID03 KT0169 KT0169 VERT ORDER - FIRST CLASS II (See Below) KT0169 KT0169.The horizontal coordinates were scaled from a topographic map and have KT0169.an estimated accuracy of +/- 6 seconds. KT0169 KT0169.The NAVD 88 height was computed by applying the VERTCON shift value to KT0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0169.The vertical order pertains to the NGVD 29 superseded value. KT0169 KT0169.The geoid height was determined by GEOID03. KT0169 KT0169; North East Units Estimated Accuracy KT0169;SPC CA 2 - 706,140. 1,987,870. MT (+/- 180 meters Scaled) KT0169 KT0169 SUPERSEDED SURVEY CONTROL KT0169 KT0169 NGVD 29 (??/??/92) 35.090 (m) 115.12 (f) ADJ UNCH 1 2 KT0169 KT0169.Superseded values are not recommended for survey control. KT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0169.See file dsdata.txt to determine how the superseded data were derived. KT0169 KT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ738752(NAD 83) KT0169_MARKER: DD = SURVEY DISK KT0169_SETTING: 36 = CANAL KT0169_STAMPING: 113.83 KT0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0169 KT0169 HISTORY - Date Condition Report By KT0169 HISTORY - UNK MONUMENTED SVIP KT0169 HISTORY - 1949 GOOD NGS KT0169 KT0169 STATION DESCRIPTION KT0169 KT0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0169'3.5 MI E FROM WILLOWS. KT0169'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE KT0169'AT WILLOWS, THENCE 3.2 MILES EAST ALONG STATE HIGHWAY 45, AT KT0169'A T JUNCTION OF AN EAST-WEST CANAL PARALLELING THE HIGHWAY AND KT0169'A NORTH-SOUTH CANAL CROSSING THROUGH A SIPHON UNDER THE HIGHWAY, KT0169'AT THE WEST HEAD GATE OF THE EAST-WEST CANAL, IN THE TOP OF KT0169'THE SOUTH HEAD WALL, 46 FEET SOUTH OF THE CENTER LINE OF THE KT0169'HIGHWAY, 38 1/2 FEET SOUTHWEST OF TELEPHONE POLE 98, ABOUT 12 KT0169'FEET WEST OF THE CENTER OF THE JUNCTION OF THE CANALS, 9.4 KT0169'FEET SOUTH OF A FENCE, AND ABOUT 1 1/2 FEET HIGHER THAN THE KT0169'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0449 *********************************************************************** KT0449 DESIGNATION - 1130 USGS KT0449 PID - KT0449 KT0449 STATE/COUNTY- CA/GLENN KT0449 USGS QUAD - RAIL CANYON (1989) KT0449 KT0449 *CURRENT SURVEY CONTROL KT0449 ___________________________________________________________________ KT0449* NAD 83(1986)- 39 27 46. (N) 122 28 00. (W) SCALED KT0449* NAVD 88 - 363.83 (+/-2cm) 1193.7 (feet) VERTCON KT0449 ___________________________________________________________________ KT0449 GEOID HEIGHT- -29.11 (meters) GEOID03 KT0449 KT0449 VERT ORDER - SECOND CLASS 0 (See Below) KT0449 KT0449.The horizontal coordinates were scaled from a topographic map and have KT0449.an estimated accuracy of +/- 6 seconds. KT0449 KT0449.The NAVD 88 height was computed by applying the VERTCON shift value to KT0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0449.The vertical order pertains to the NGVD 29 superseded value. KT0449 KT0449.The geoid height was determined by GEOID03. KT0449 KT0449; North East Units Estimated Accuracy KT0449;SPC CA 2 - 699,480. 1,959,840. MT (+/- 180 meters Scaled) KT0449 KT0449 SUPERSEDED SURVEY CONTROL KT0449 KT0449 NGVD 29 (??/??/92) 362.996 (m) 1190.93 (f) ADJ UNCH 2 0 KT0449 KT0449.Superseded values are not recommended for survey control. KT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0449.See file dsdata.txt to determine how the superseded data were derived. KT0449 KT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ458682(NAD 83) KT0449_MARKER: S = SPIKE KT0449_SETTING: 30 = TREE KT0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0449 KT0449 HISTORY - Date Condition Report By KT0449 HISTORY - UNK MONUMENTED USGS KT0449 HISTORY - 1935 GOOD NGS KT0449 KT0449 STATION DESCRIPTION KT0449 KT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0449'9.6 MI NE FROM STONYFORD. KT0449'IN GLENN COUNTY, 9.6 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0449'FROM STONYFORD, COLUSA COUNTY, AND AT THE BASE OF AN OAK TREE. KT0449'AN IRON SPIKE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0031 *********************************************************************** KT0031 DESIGNATION - 130.29 SVIP KT0031 PID - KT0031 KT0031 STATE/COUNTY- CA/GLENN KT0031 USGS QUAD - WILLOWS (1969) KT0031 KT0031 *CURRENT SURVEY CONTROL KT0031 ___________________________________________________________________ KT0031* NAD 83(1986)- 39 30 42. (N) 122 11 33. (W) SCALED KT0031* NAVD 88 - 40.88 (+/-2cm) 134.1 (feet) VERTCON KT0031 ___________________________________________________________________ KT0031 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0031 KT0031 VERT ORDER - FIRST CLASS II (See Below) KT0031 KT0031.The horizontal coordinates were scaled from a topographic map and have KT0031.an estimated accuracy of +/- 6 seconds. KT0031 KT0031.The NAVD 88 height was computed by applying the VERTCON shift value to KT0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0031.The vertical order pertains to the NGVD 29 superseded value. KT0031 KT0031.The geoid height was determined by GEOID03. KT0031 KT0031; North East Units Estimated Accuracy KT0031;SPC CA 2 - 704,830. 1,983,450. MT (+/- 180 meters Scaled) KT0031 KT0031 SUPERSEDED SURVEY CONTROL KT0031 KT0031 NGVD 29 (??/??/92) 40.138 (m) 131.69 (f) ADJ UNCH 1 2 KT0031 KT0031.Superseded values are not recommended for survey control. KT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0031.See file dsdata.txt to determine how the superseded data were derived. KT0031 KT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694738(NAD 83) KT0031_MARKER: DD = SURVEY DISK KT0031_SETTING: 36 = BRIDGE KT0031_STAMPING: 130.29 KT0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0031 KT0031 HISTORY - Date Condition Report By KT0031 HISTORY - UNK MONUMENTED SVIP KT0031 HISTORY - 1967 GOOD NGS KT0031 KT0031 STATION DESCRIPTION KT0031 KT0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0031'0.6 MI S FROM WILLOWS. KT0031'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0031'THE STATION AT WILLOWS, 8 POLES NORTH OF MILE POLE 149, IN KT0031'THE TOP OF THE WEST END OF THE NORTHEAST CONCRETE WING WALL OF KT0031'CONCRETE BRIDGE 149.26 OVER CENTRAL IRRIGATION CANAL, 9.0 FEET KT0031'EAST OF THE EAST RAIL OF THE EAST SIDE TRACK, 22.8 FEET EAST OF KT0031'THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 4 1/2 FEET HIGHER THAN KT0031'THE TRACK. NOTE-- THE DISK HAS BEEN HIT BUT IS STILL SOLID. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0035 *********************************************************************** KT0035 DESIGNATION - 138 B USGS KT0035 PID - KT0035 KT0035 STATE/COUNTY- CA/GLENN KT0035 USGS QUAD - WILLOWS (1969) KT0035 KT0035 *CURRENT SURVEY CONTROL KT0035 ___________________________________________________________________ KT0035* NAD 83(1986)- 39 33 56. (N) 122 11 36. (W) SCALED KT0035* NAVD 88 - 42.85 (+/-2cm) 140.6 (feet) VERTCON KT0035 ___________________________________________________________________ KT0035 GEOID HEIGHT- -28.82 (meters) GEOID03 KT0035 KT0035 VERT ORDER - FIRST CLASS II (See Below) KT0035 KT0035.The horizontal coordinates were scaled from a topographic map and have KT0035.an estimated accuracy of +/- 6 seconds. KT0035 KT0035.The NAVD 88 height was computed by applying the VERTCON shift value to KT0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0035.The vertical order pertains to the NGVD 29 superseded value. KT0035 KT0035.The geoid height was determined by GEOID03. KT0035 KT0035; North East Units Estimated Accuracy KT0035;SPC CA 2 - 710,810. 1,983,390. MT (+/- 180 meters Scaled) KT0035 KT0035 SUPERSEDED SURVEY CONTROL KT0035 KT0035 NGVD 29 (??/??/92) 42.109 (m) 138.15 (f) ADJ UNCH 1 2 KT0035 KT0035.Superseded values are not recommended for survey control. KT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0035.See file dsdata.txt to determine how the superseded data were derived. KT0035 KT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692798(NAD 83) KT0035_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0035_STAMPING: 138 B KT0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0035 KT0035 HISTORY - Date Condition Report By KT0035 HISTORY - UNK MONUMENTED USGS KT0035 HISTORY - 1949 GOOD NGS KT0035 KT0035 STATION DESCRIPTION KT0035 KT0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0035'3.2 MI N FROM WILLOWS. KT0035'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0035'THE STATION AT WILLOWS, GLENN COUNTY, 15 FEET SOUTHWEST OF KT0035'MILEPOST 153, 44 FEET NORTH OF POWER POLE 77+21, 52 FEET WEST KT0035'OF THE CENTERLINE OF THE TRACK, AND 28 FEET EAST OF THE KT0035'CENTERLINE OF U.S. HIGHWAY 99 W. A UNITED STATES GEOLOGICAL KT0035'SURVEY STANDARD CAP, STAMPED 138 B AND RIVETED ON THE TOP OF A KT0035'3-1/2-INCH PIPE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1105 *********************************************************************** KS1105 DESIGNATION - 14 KS1105 PID - KS1105 KS1105 STATE/COUNTY- CA/BUTTE KS1105 USGS QUAD - RICHARDSON SPRINGS (1969) KS1105 KS1105 *CURRENT SURVEY CONTROL KS1105 ___________________________________________________________________ KS1105* NAD 83(1986)- 39 47 51. (N) 121 50 38. (W) SCALED KS1105* NAVD 88 - 76.794 (meters) 251.95 (feet) ADJUSTED KS1105 ___________________________________________________________________ KS1105 GEOID HEIGHT- -27.32 (meters) GEOID03 KS1105 DYNAMIC HT - 76.755 (meters) 251.82 (feet) COMP KS1105 MODELED GRAV- 980,114.3 (mgal) NAVD 88 KS1105 KS1105 VERT ORDER - FIRST CLASS II KS1105 KS1105.This mark is at Chico Municipal Airport (CIC) KS1105 KS1105.The horizontal coordinates were scaled from a topographic map and have KS1105.an estimated accuracy of +/- 6 seconds. KS1105 KS1105.The orthometric height was determined by differential leveling KS1105.and adjusted by the National Geodetic Survey in June 1991. KS1105 KS1105.The geoid height was determined by GEOID03. KS1105 KS1105.The dynamic height is computed by dividing the NAVD 88 KS1105.geopotential number by the normal gravity value computed on the KS1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1105.degrees latitude (g = 980.6199 gals.). KS1105 KS1105.The modeled gravity was interpolated from observed gravity values. KS1105 KS1105; North East Units Estimated Accuracy KS1105;SPC CA 2 - 736,550. 2,013,370. MT (+/- 180 meters Scaled) KS1105 KS1105 SUPERSEDED SURVEY CONTROL KS1105 KS1105 NGVD 29 (??/??/??) 76.084 (m) 249.62 (f) ADJUSTED 1 2 KS1105 KS1105.Superseded values are not recommended for survey control. KS1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1105.See file dsdata.txt to determine how the superseded data were derived. KS1105 KS1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK989059(NAD 83) KS1105_MARKER: P = PIPE CAP KS1105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS1105_STAMPING: 14 1909 249 KS1105_MARK LOGO: USGS KS1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1105+STABILITY: SURFACE MOTION KS1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1105+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1105 KS1105 HISTORY - Date Condition Report By KS1105 HISTORY - 1909 MONUMENTED USGS KS1105 HISTORY - 1949 GOOD NGS KS1105 HISTORY - 1975 GOOD NGS KS1105 HISTORY - 19880718 GOOD NGS KS1105 HISTORY - 19971011 GOOD USPSQD KS1105 HISTORY - 20040324 GOOD CADT KS1105 KS1105 STATION DESCRIPTION KS1105 KS1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1105'AT CHICO MUNICIPAL AIRPORT. KS1105'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 570 FEET EAST OF GATE KS1105'2 (FIRST STREET ENTRANCE), AT A RIGHT-ANGLE TURN IN THE OLD KS1105'LOCATION OF THE RICHARDSON SPRINGS ROAD, 132 FEET EAST OF THE KS1105'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT AT THE WEST KS1105'END OF THE CURVE, ON THE PROLONGATION TO THE EAST OF THE KS1105'CENTERLINE OF THE OLD ROAD, 33 FEET SOUTHEAST OF A GATEPOST KS1105'AT THE EAST END OF A 4-FOOT ROCK FENCE, 15 FEET SOUTH OF THE KS1105'CENTERLINE OF A FARM LANE LEADING EAST, AND 1.5 FEET WEST OF A KS1105'BARBED-WIRE FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD KS1105'CAP, STAMPED 14 1909 249 AND RIVETED ON THE TOP OF A 3-1/2 INCH KS1105'IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND. KS1105 KS1105 STATION RECOVERY (1975) KS1105 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS1105'RECOVERED IN GOOD CONDITION. KS1105 KS1105 STATION RECOVERY (1988) KS1105 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1105'RECOVERED IN GOOD CONDITION. KS1105 KS1105 STATION RECOVERY (1997) KS1105 KS1105'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1105'RECOVERED IN GOOD CONDITION. KS1105 KS1105 STATION RECOVERY (2004) KS1105 KS1105'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1105'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0030 *********************************************************************** KT0030 DESIGNATION - 149 SVIP KT0030 PID - KT0030 KT0030 STATE/COUNTY- CA/GLENN KT0030 USGS QUAD - WILLOWS (1969) KT0030 KT0030 *CURRENT SURVEY CONTROL KT0030 ___________________________________________________________________ KT0030* NAD 83(1986)- 39 30 42. (N) 122 11 33. (W) SCALED KT0030* NAVD 88 - 41.19 (+/-2cm) 135.1 (feet) VERTCON KT0030 ___________________________________________________________________ KT0030 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0030 KT0030 VERT ORDER - FIRST CLASS II (See Below) KT0030 KT0030.The horizontal coordinates were scaled from a topographic map and have KT0030.an estimated accuracy of +/- 6 seconds. KT0030 KT0030.The NAVD 88 height was computed by applying the VERTCON shift value to KT0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0030.The vertical order pertains to the NGVD 29 superseded value. KT0030 KT0030.The geoid height was determined by GEOID03. KT0030 KT0030; North East Units Estimated Accuracy KT0030;SPC CA 2 - 704,830. 1,983,450. MT (+/- 180 meters Scaled) KT0030 KT0030 SUPERSEDED SURVEY CONTROL KT0030 KT0030 NGVD 29 (??/??/92) 40.442 (m) 132.68 (f) ADJ UNCH 1 2 KT0030 KT0030.Superseded values are not recommended for survey control. KT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0030.See file dsdata.txt to determine how the superseded data were derived. KT0030 KT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694738(NAD 83) KT0030_MARKER: DD = SURVEY DISK KT0030_SETTING: 36 = CANAL KT0030_STAMPING: 149 KT0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0030 KT0030 HISTORY - Date Condition Report By KT0030 HISTORY - UNK MONUMENTED SVIP KT0030 HISTORY - 1967 GOOD NGS KT0030 KT0030 STATION DESCRIPTION KT0030 KT0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0030'0.6 MI S FROM WILLOWS. KT0030'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0030'THE STATION AT WILLOWS, 8 POLES NORTH OF MILEPOLE 149, IN THE KT0030'TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A LARGE KT0030'CONCRETE SPILLWAY OF CENTRAL IRRIGATION CANAL, 90.5 FEET EAST KT0030'OF THE EAST RAIL OF THE EAST TRACK, 125 FEET SOUTHEAST AND ACROSS KT0030'THE CANAL FROM BENCH MARK 130.29 (SVIP), 81.6 FEET EAST OF THE KT0030'EAST EDGE OF THE EAST CONCRETE WALL OF BRIDGE 149.216, AND ABOUT KT0030'1 FOOT HIGHER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1133 *********************************************************************** KS1133 DESIGNATION - 152 B KS1133 PID - KS1133 KS1133 STATE/COUNTY- CA/BUTTE KS1133 USGS QUAD - CHICO (1978) KS1133 KS1133 *CURRENT SURVEY CONTROL KS1133 ___________________________________________________________________ KS1133* NAD 83(1986)- 39 38 19. (N) 121 47 47. (W) SCALED KS1133* NAVD 88 - 47.419 (meters) 155.57 (feet) ADJUSTED KS1133 ___________________________________________________________________ KS1133 GEOID HEIGHT- -27.56 (meters) GEOID03 KS1133 DYNAMIC HT - 47.395 (meters) 155.50 (feet) COMP KS1133 MODELED GRAV- 980,126.8 (mgal) NAVD 88 KS1133 KS1133 VERT ORDER - FIRST CLASS II KS1133 KS1133.The horizontal coordinates were scaled from a topographic map and have KS1133.an estimated accuracy of +/- 6 seconds. KS1133 KS1133.The orthometric height was determined by differential leveling KS1133.and adjusted by the National Geodetic Survey in June 1991. KS1133 KS1133.The geoid height was determined by GEOID03. KS1133 KS1133.The dynamic height is computed by dividing the NAVD 88 KS1133.geopotential number by the normal gravity value computed on the KS1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1133.degrees latitude (g = 980.6199 gals.). KS1133 KS1133.The modeled gravity was interpolated from observed gravity values. KS1133 KS1133; North East Units Estimated Accuracy KS1133;SPC CA 2 - 718,920. 2,017,480. MT (+/- 180 meters Scaled) KS1133 KS1133 SUPERSEDED SURVEY CONTROL KS1133 KS1133 NGVD 29 (??/??/??) 46.708 (m) 153.24 (f) ADJUSTED 1 2 KS1133 KS1133.Superseded values are not recommended for survey control. KS1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1133.See file dsdata.txt to determine how the superseded data were derived. KS1133 KS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ032883(NAD 83) KS1133_MARKER: Z = SEE DESCRIPTION KS1133_SETTING: 0 = UNSPECIFIED SETTING KS1133_STAMPING: 152 B 153.071 1902 KS1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1133 KS1133 HISTORY - Date Condition Report By KS1133 HISTORY - 1902 MONUMENTED USGS KS1133 HISTORY - 1948 GOOD NGS KS1133 HISTORY - 19880708 MARK NOT FOUND NGS KS1133 KS1133 STATION DESCRIPTION KS1133 KS1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1133'0.4 MI SE FROM DURHAM. KS1133'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1133'FROM THE STATION AT DURHAM, BUTTE COUNTY, ABOUT 9-3/4 POLES KS1133'SOUTHEAST OF MILEPOST 178, 35 FEET NORTHEAST OF THE TRACK, AND KS1133'15 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. NOTE-- THIS MARK KS1133'APPEARS TO HAVE BEEN HIT BY A HEAVY OBJECT. IT IS LEANING AT AN KS1133'ANGLE OF 20 DEGREES FROM VERTICAL. KS1133 KS1133 STATION RECOVERY (1988) KS1133 KS1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1133'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1083 *********************************************************************** KS1083 DESIGNATION - 156 B KS1083 PID - KS1083 KS1083 STATE/COUNTY- CA/BUTTE KS1083 USGS QUAD - NORD (1969) KS1083 KS1083 *CURRENT SURVEY CONTROL KS1083 ___________________________________________________________________ KS1083* NAD 83(1986)- 39 48 35. (N) 121 58 39. (W) SCALED KS1083* NAVD 88 - 48.585 (meters) 159.40 (feet) ADJUSTED KS1083 ___________________________________________________________________ KS1083 GEOID HEIGHT- -27.73 (meters) GEOID03 KS1083 DYNAMIC HT - 48.561 (meters) 159.32 (feet) COMP KS1083 MODELED GRAV- 980,128.2 (mgal) NAVD 88 KS1083 KS1083 VERT ORDER - FIRST CLASS II KS1083 KS1083.The horizontal coordinates were scaled from a topographic map and have KS1083.an estimated accuracy of +/- 6 seconds. KS1083 KS1083.The orthometric height was determined by differential leveling KS1083.and adjusted by the National Geodetic Survey in June 1991. KS1083 KS1083.The geoid height was determined by GEOID03. KS1083 KS1083.The dynamic height is computed by dividing the NAVD 88 KS1083.geopotential number by the normal gravity value computed on the KS1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1083.degrees latitude (g = 980.6199 gals.). KS1083 KS1083.The modeled gravity was interpolated from observed gravity values. KS1083 KS1083; North East Units Estimated Accuracy KS1083;SPC CA 2 - 737,900. 2,001,930. MT (+/- 180 meters Scaled) KS1083 KS1083 SUPERSEDED SURVEY CONTROL KS1083 KS1083 NGVD 29 (??/??/??) 47.863 (m) 157.03 (f) ADJUSTED 1 2 KS1083 KS1083.Superseded values are not recommended for survey control. KS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1083.See file dsdata.txt to determine how the superseded data were derived. KS1083 KS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK875071(NAD 83) KS1083_MARKER: P = PIPE CAP KS1083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS1083_STAMPING: 156 B 156.709 1902 KS1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1083 KS1083 HISTORY - Date Condition Report By KS1083 HISTORY - 1902 MONUMENTED USGS KS1083 HISTORY - 1948 GOOD NGS KS1083 HISTORY - 19880713 MARK NOT FOUND NGS KS1083 KS1083 STATION DESCRIPTION KS1083 KS1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1083'9.4 MI SE FROM VINA. KS1083'9.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1083'FROM THE STATION AT VINA, ABOUT 82 YARDS NORTH OF THE CROSSING KS1083'AT THE SIGN ANITA, 26 1/2 FEET NORTHWEST OF THE ELEVENTH POLE KS1083'SOUTH OF MILEPOST 194, 24.8 FEET NORTHEAST OF THE NORTHEAST KS1083'RAIL OF THE MAIN TRACK, 2.4 FEET SOUTHEAST OF A WITNESS POST, KS1083'ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED TO THE TOP OF A KS1083'3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. KS1083 KS1083 STATION RECOVERY (1988) KS1083 KS1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1083'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0043 *********************************************************************** KT0043 DESIGNATION - 165.30 CAHD KT0043 PID - KT0043 KT0043 STATE/COUNTY- CA/GLENN KT0043 USGS QUAD - WILLOWS (1969) KT0043 KT0043 *CURRENT SURVEY CONTROL KT0043 ___________________________________________________________________ KT0043* NAD 83(1986)- 39 37 26. (N) 122 11 37. (W) SCALED KT0043* NAVD 88 - 51.38 (+/-2cm) 168.6 (feet) VERTCON KT0043 ___________________________________________________________________ KT0043 GEOID HEIGHT- -28.70 (meters) GEOID03 KT0043 KT0043 VERT ORDER - SECOND CLASS 0 (See Below) KT0043 KT0043.The horizontal coordinates were scaled from a topographic map and have KT0043.an estimated accuracy of +/- 6 seconds. KT0043 KT0043.The NAVD 88 height was computed by applying the VERTCON shift value to KT0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0043.The vertical order pertains to the NGVD 29 superseded value. KT0043 KT0043.The geoid height was determined by GEOID03. KT0043 KT0043; North East Units Estimated Accuracy KT0043;SPC CA 2 - 717,290. 1,983,380. MT (+/- 180 meters Scaled) KT0043 KT0043 SUPERSEDED SURVEY CONTROL KT0043 KT0043 NGVD 29 (??/??/92) 50.64 (m) 166.1 (f) COMPUTED 2 0 KT0043 KT0043.Superseded values are not recommended for survey control. KT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0043.See file dsdata.txt to determine how the superseded data were derived. KT0043 KT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692863(NAD 83) KT0043_MARKER: S = SPIKE KT0043_SETTING: 30 = POLE KT0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0043 KT0043 HISTORY - Date Condition Report By KT0043 HISTORY - UNK MONUMENTED CGS KT0043 HISTORY - 1949 MARK NOT FOUND NGS KT0043 KT0043 STATION DESCRIPTION KT0043 KT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0043'AT ARTOIS. KT0043'AT ARTOIS, GLENN COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, KT0043'NEAR THE NORTH CITY LIMITS, 283 YARDS SOUTH OF BENCH MARK U 199, KT0043'AT THE JUNCTION OF THE MAIN TRACK AND A SIDE TRACK LEADING KT0043'SOUTHEAST, 84 FEET SOUTHWEST OF THE FROG POINT, 47 FEET WEST OF KT0043'THE CENTERLINE OF THE TRACK, 42 FEET EAST OF THE CENTERLINE OF KT0043'U.S. HIGHWAY 99 W, AND IN THE WEST SIDE OF A POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0188 *********************************************************************** KT0188 DESIGNATION - 166 USRS KT0188 PID - KT0188 KT0188 STATE/COUNTY- CA/GLENN KT0188 USGS QUAD - KIRKWOOD (1969) KT0188 KT0188 *CURRENT SURVEY CONTROL KT0188 ___________________________________________________________________ KT0188* NAD 83(1986)- 39 45 16. (N) 122 11 48. (W) SCALED KT0188* NAVD 88 - 80.09 (+/-2cm) 262.8 (feet) VERTCON KT0188 ___________________________________________________________________ KT0188 GEOID HEIGHT- -28.52 (meters) GEOID03 KT0188 KT0188 VERT ORDER - FIRST CLASS II (See Below) KT0188 KT0188.The horizontal coordinates were scaled from a topographic map and have KT0188.an estimated accuracy of +/- 6 seconds. KT0188 KT0188.The NAVD 88 height was computed by applying the VERTCON shift value to KT0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0188.The vertical order pertains to the NGVD 29 superseded value. KT0188 KT0188.The geoid height was determined by GEOID03. KT0188 KT0188; North East Units Estimated Accuracy KT0188;SPC CA 2 - 731,780. 1,983,150. MT (+/- 180 meters Scaled) KT0188 KT0188 SUPERSEDED SURVEY CONTROL KT0188 KT0188 NGVD 29 (??/??/92) 79.336 (m) 260.29 (f) ADJ UNCH 1 2 KT0188 KT0188.Superseded values are not recommended for survey control. KT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0188.See file dsdata.txt to determine how the superseded data were derived. KT0188 KT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK688008(NAD 83) KT0188_MARKER: DB = BENCH MARK DISK KT0188_SETTING: 36 = CANAL KT0188_STAMPING: 166 KT0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0188 KT0188 HISTORY - Date Condition Report By KT0188 HISTORY - UNK MONUMENTED BOR KT0188 HISTORY - 1949 GOOD NGS KT0188 KT0188 STATION DESCRIPTION KT0188 KT0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0188'0.6 MI N FROM ORLAND. KT0188'0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0188'STATION AT ORLAND, AT THE U.S. IRRIGATION ARCH, 74 FEET NORTHWEST KT0188'OF THE SECOND POLE NORTH OF MILE POST NO. 166, 56 FEET EAST KT0188'OF THE CENTER LINE OF U.S. HIGHWAY 99W, 25 FEET WEST OF THE KT0188'CENTER LINE OF THE TRACKS, AND SET IN THE CENTER OF THE EAST KT0188'CONCRETE HEADWALL OF AN IRRIGATION CANAL. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0466 *********************************************************************** KT0466 DESIGNATION - 173 USGS KT0466 PID - KT0466 KT0466 STATE/COUNTY- CA/GLENN KT0466 USGS QUAD - LOGAN RIDGE (1973) KT0466 KT0466 *CURRENT SURVEY CONTROL KT0466 ___________________________________________________________________ KT0466* NAD 83(1986)- 39 27 57. (N) 122 17 13. (W) SCALED KT0466* NAVD 88 - 53.65 (+/-2cm) 176.0 (feet) VERTCON KT0466 ___________________________________________________________________ KT0466 GEOID HEIGHT- -29.23 (meters) GEOID03 KT0466 KT0466 VERT ORDER - SECOND CLASS 0 (See Below) KT0466 KT0466.The horizontal coordinates were scaled from a topographic map and have KT0466.an estimated accuracy of +/- 6 seconds. KT0466 KT0466.The NAVD 88 height was computed by applying the VERTCON shift value to KT0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0466.The vertical order pertains to the NGVD 29 superseded value. KT0466 KT0466.The geoid height was determined by GEOID03. KT0466 KT0466; North East Units Estimated Accuracy KT0466;SPC CA 2 - 699,760. 1,975,310. MT (+/- 180 meters Scaled) KT0466 KT0466 SUPERSEDED SURVEY CONTROL KT0466 KT0466 NGVD 29 (??/??/92) 52.886 (m) 173.51 (f) ADJ UNCH 2 0 KT0466 KT0466.Superseded values are not recommended for survey control. KT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0466.See file dsdata.txt to determine how the superseded data were derived. KT0466 KT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ613687(NAD 83) KT0466_MARKER: Q = CHISELED SQUARE KT0466_SETTING: 80 = SET IN A BOULDER KT0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0466+STABILITY: SURFACE MOTION KT0466 KT0466 HISTORY - Date Condition Report By KT0466 HISTORY - UNK MONUMENTED USGS KT0466 HISTORY - 1935 GOOD NGS KT0466 KT0466 STATION DESCRIPTION KT0466 KT0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0466'9.1 MI SW FROM WILLOWS. KT0466'4.0 MILES SOUTH AND 5.1 MILES WEST ALONG THE STONYFORD ROAD KT0466'FROM WILLOWS, GLENN COUNTY, 3.0 MILES NORTHEAST OF GARNETT RANCH, KT0466'AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 27, KT0466'T 19 N, R 4 W, ON THE TOP OF A BOULDER, AND LEVEL WITH THE KT0466'GROUND. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0113 *********************************************************************** KT0113 DESIGNATION - 19 D USGS KT0113 PID - KT0113 KT0113 STATE/COUNTY- CA/GLENN KT0113 USGS QUAD - STONE VALLEY (1969) KT0113 KT0113 *CURRENT SURVEY CONTROL KT0113 ___________________________________________________________________ KT0113* NAD 83(1986)- 39 31 26. (N) 122 17 13. (W) SCALED KT0113* NAVD 88 - 59.00 (+/-2cm) 193.6 (feet) VERTCON KT0113 ___________________________________________________________________ KT0113 GEOID HEIGHT- -29.13 (meters) GEOID03 KT0113 KT0113 VERT ORDER - FIRST CLASS II (See Below) KT0113 KT0113.The horizontal coordinates were scaled from a topographic map and have KT0113.an estimated accuracy of +/- 6 seconds. KT0113 KT0113.The NAVD 88 height was computed by applying the VERTCON shift value to KT0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0113.The vertical order pertains to the NGVD 29 superseded value. KT0113 KT0113.The geoid height was determined by GEOID03. KT0113 KT0113; North East Units Estimated Accuracy KT0113;SPC CA 2 - 706,200. 1,975,330. MT (+/- 180 meters Scaled) KT0113 KT0113 SUPERSEDED SURVEY CONTROL KT0113 KT0113 NGVD 29 (??/??/92) 58.244 (m) 191.09 (f) ADJ UNCH 1 2 KT0113 KT0113.Superseded values are not recommended for survey control. KT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0113.See file dsdata.txt to determine how the superseded data were derived. KT0113 KT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ612751(NAD 83) KT0113_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0113_STAMPING: B-N 09 19D KT0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0113 KT0113 HISTORY - Date Condition Report By KT0113 HISTORY - UNK MONUMENTED USGS KT0113 HISTORY - 1967 GOOD NGS KT0113 KT0113 STATION DESCRIPTION KT0113 KT0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0113'3.8 MI W FROM WILLOWS. KT0113'3.75 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0113'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, ABOUT 150 FEET WEST OF THE KT0113'CROSSING OF TWO STEEL POWER TRANSMISSION LINES, 25 1/2 FEET SOUTH KT0113'OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET EAST OF THE EXTENDED KT0113'CENTER LINE OF ROAD B, 10 1/2 FEET WEST OF A TELEPHONE POLE, KT0113'3.0 FEET NORTH OF A FENCE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT KT0113'LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH KT0113'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0181 *********************************************************************** KT0181 DESIGNATION - 20 USE KT0181 PID - KT0181 KT0181 STATE/COUNTY- CA/GLENN KT0181 USGS QUAD - GLENN (1969) KT0181 KT0181 *CURRENT SURVEY CONTROL KT0181 ___________________________________________________________________ KT0181* NAD 83(1986)- 39 31 19. (N) 122 00 53. (W) SCALED KT0181* NAVD 88 - 30.27 (+/-2cm) 99.3 (feet) VERTCON KT0181 ___________________________________________________________________ KT0181 GEOID HEIGHT- -28.39 (meters) GEOID03 KT0181 KT0181 VERT ORDER - FIRST CLASS II (See Below) KT0181 KT0181.The horizontal coordinates were scaled from a topographic map and have KT0181.an estimated accuracy of +/- 6 seconds. KT0181 KT0181.The NAVD 88 height was computed by applying the VERTCON shift value to KT0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0181.The vertical order pertains to the NGVD 29 superseded value. KT0181 KT0181.The geoid height was determined by GEOID03. KT0181 KT0181; North East Units Estimated Accuracy KT0181;SPC CA 2 - 705,950. 1,998,730. MT (+/- 180 meters Scaled) KT0181 KT0181 SUPERSEDED SURVEY CONTROL KT0181 KT0181 NGVD 29 (??/??/92) 29.540 (m) 96.92 (f) ADJ UNCH 1 2 KT0181 KT0181.Superseded values are not recommended for survey control. KT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0181.See file dsdata.txt to determine how the superseded data were derived. KT0181 KT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ846751(NAD 83) KT0181_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0181_STAMPING: 20 KT0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0181 KT0181 HISTORY - Date Condition Report By KT0181 HISTORY - UNK MONUMENTED DOD KT0181 HISTORY - 1949 GOOD NGS KT0181 KT0181 STATION DESCRIPTION KT0181 KT0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0181'AT GLENN. KT0181'AT GLENN, ABOUT 0.1 MILE EAST OF THE GLENN DISTRICT SCHOOL, KT0181'52 FEET SOUTHEAST OF THE T JUNCTION OF THE CENTER LINE OF STATE KT0181'HIGHWAYS 45 AND 88, 44.2 FEET SOUTH OF THE SOUTHWEST CORNER OF KT0181'THE RED AND WHITE STORE, 11.5 FEET SOUTH OF A POWER LINE POLE, KT0181'2.0 FEET WEST OF A FENCE, 0.5 FOOT LOWER THAN THE HIGHWAY, KT0181'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 KT0181'FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1095 *********************************************************************** KS1095 DESIGNATION - 201 B KS1095 PID - KS1095 KS1095 STATE/COUNTY- CA/BUTTE KS1095 USGS QUAD - CHICO (1978) KS1095 KS1095 *CURRENT SURVEY CONTROL KS1095 ___________________________________________________________________ KS1095* NAD 83(1986)- 39 43 48. (N) 121 50 38. (W) SCALED KS1095* NAVD 88 - 62.195 (meters) 204.05 (feet) ADJUSTED KS1095 ___________________________________________________________________ KS1095 GEOID HEIGHT- -27.43 (meters) GEOID03 KS1095 DYNAMIC HT - 62.164 (meters) 203.95 (feet) COMP KS1095 MODELED GRAV- 980,128.4 (mgal) NAVD 88 KS1095 KS1095 VERT ORDER - FIRST CLASS II KS1095 KS1095.The horizontal coordinates were scaled from a topographic map and have KS1095.an estimated accuracy of +/- 6 seconds. KS1095 KS1095.The orthometric height was determined by differential leveling KS1095.and adjusted by the National Geodetic Survey in June 1991. KS1095 KS1095.The geoid height was determined by GEOID03. KS1095 KS1095.The dynamic height is computed by dividing the NAVD 88 KS1095.geopotential number by the normal gravity value computed on the KS1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1095.degrees latitude (g = 980.6199 gals.). KS1095 KS1095.The modeled gravity was interpolated from observed gravity values. KS1095 KS1095; North East Units Estimated Accuracy KS1095;SPC CA 2 - 729,060. 2,013,380. MT (+/- 180 meters Scaled) KS1095 KS1095 SUPERSEDED SURVEY CONTROL KS1095 KS1095 NGVD 29 (??/??/??) 61.487 (m) 201.73 (f) ADJUSTED 1 2 KS1095 KS1095.Superseded values are not recommended for survey control. KS1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1095.See file dsdata.txt to determine how the superseded data were derived. KS1095 KS1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ990984(NAD 83) KS1095_MARKER: DD = SURVEY DISK KS1095_SETTING: 36 = BUILDING KS1095_STAMPING: 201 B 201.538 1902 KS1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1095 KS1095 HISTORY - Date Condition Report By KS1095 HISTORY - 1902 MONUMENTED USGS KS1095 HISTORY - 1948 GOOD NGS KS1095 HISTORY - 19880718 MARK NOT FOUND NGS KS1095 KS1095 STATION DESCRIPTION KS1095 KS1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1095'AT CHICO. KS1095'AT CHICO, BUTTE COUNTY, AT THE CHICO STATE TEACHERS COLLEGE, KS1095'AT THE SOUTHWEST CORNER OF THE TRAINING SCHOOL BUILDING, IN THE KS1095'WEST FACE OF THE BRICK FOUNDATION AND ABOUT 3 FEET HIGHER THAN KS1095'THE GROUND. KS1095 KS1095 STATION RECOVERY (1988) KS1095 KS1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1095'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9374 *********************************************************************** AH9374 DESIGNATION - 203 AH9374 PID - AH9374 AH9374 STATE/COUNTY- CA/BUTTE AH9374 USGS QUAD - BIGGS (1970) AH9374 AH9374 *CURRENT SURVEY CONTROL AH9374 ___________________________________________________________________ AH9374* NAD 83(1986)- 39 24 53. (N) 121 41 44. (W) SCALED AH9374* NAVD 88 - 30.321 (meters) 99.48 (feet) ADJUSTED AH9374 ___________________________________________________________________ AH9374 GEOID HEIGHT- -28.29 (meters) GEOID03 AH9374 DYNAMIC HT - 30.305 (meters) 99.43 (feet) COMP AH9374 MODELED GRAV- 980,082.5 (mgal) NAVD 88 AH9374 AH9374 VERT ORDER - FIRST CLASS II AH9374 AH9374.The horizontal coordinates were scaled from a topographic map and have AH9374.an estimated accuracy of +/- 6 seconds. AH9374 AH9374.The orthometric height was determined by differential leveling AH9374.and adjusted by the National Geodetic Survey in July 2002. AH9374.No vertical observational check was made to the station. AH9374 AH9374.The geoid height was determined by GEOID03. AH9374 AH9374.The dynamic height is computed by dividing the NAVD 88 AH9374.geopotential number by the normal gravity value computed on the AH9374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9374.degrees latitude (g = 980.6199 gals.). AH9374 AH9374.The modeled gravity was interpolated from observed gravity values. AH9374 AH9374; North East Units Estimated Accuracy AH9374;SPC CA 2 - 694,090. 2,026,220. MT (+/- 180 meters Scaled) AH9374 AH9374 SUPERSEDED SURVEY CONTROL AH9374 AH9374.No superseded survey control is available for this station. AH9374 AH9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ122636(NAD 83) AH9374_MARKER: DD = SURVEY DISK AH9374_SETTING: 34 = CULVERT HEADWALL AH9374_STAMPING: 203 AH9374_MARK LOGO: CA-007 AH9374_MAGNETIC: N = NO MAGNETIC MATERIAL AH9374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH9374+STABILITY: SURFACE MOTION AH9374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9374+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 AH9374 AH9374 HISTORY - Date Condition Report By AH9374 HISTORY - UNK MONUMENTED CA-007 AH9374 HISTORY - 19990428 GOOD NGS AH9374 HISTORY - 20040324 GOOD CADT AH9374 AH9374 STATION DESCRIPTION AH9374 AH9374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9374'1.3 KM (0.80 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9374'BIGGS, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE NORTH AH9374'CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 9.5 M (31.2 AH9374'FT) NORTH OF THE STREET CENTERLINE, AND 0.8 M (2.6 FT) BELOW THE LEVEL AH9374'OF THE HIGHWAY. NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY. AH9374 AH9374 STATION RECOVERY (2004) AH9374 AH9374'RECOVERY NOTE BY CALTRANS 2004 (RLM) AH9374'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0516 *********************************************************************** KT0516 DESIGNATION - 21 USE KT0516 PID - KT0516 KT0516 STATE/COUNTY- CA/GLENN KT0516 USGS QUAD - PRINCETON (1973) KT0516 KT0516 *CURRENT SURVEY CONTROL KT0516 ___________________________________________________________________ KT0516* NAD 83(1986)- 39 28 51. (N) 122 01 10. (W) SCALED KT0516* NAVD 88 - 28.68 (+/-2cm) 94.1 (feet) VERTCON KT0516 ___________________________________________________________________ KT0516 GEOID HEIGHT- -28.55 (meters) GEOID03 KT0516 KT0516 VERT ORDER - FIRST CLASS II (See Below) KT0516 KT0516.The horizontal coordinates were scaled from a topographic map and have KT0516.an estimated accuracy of +/- 6 seconds. KT0516 KT0516.The NAVD 88 height was computed by applying the VERTCON shift value to KT0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0516.The vertical order pertains to the NGVD 29 superseded value. KT0516 KT0516.The geoid height was determined by GEOID03. KT0516 KT0516; North East Units Estimated Accuracy KT0516;SPC CA 2 - 701,390. 1,998,330. MT (+/- 180 meters Scaled) KT0516 KT0516 SUPERSEDED SURVEY CONTROL KT0516 KT0516 NGVD 29 (??/??/92) 27.953 (m) 91.71 (f) ADJ UNCH 1 2 KT0516 KT0516.Superseded values are not recommended for survey control. KT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0516.See file dsdata.txt to determine how the superseded data were derived. KT0516 KT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ843705(NAD 83) KT0516_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0516_STAMPING: 21 KT0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0516 KT0516 HISTORY - Date Condition Report By KT0516 HISTORY - UNK MONUMENTED DOD KT0516 HISTORY - 1949 GOOD NGS KT0516 KT0516 STATION DESCRIPTION KT0516 KT0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0516'3 MI S FROM GLENN. KT0516'0.1 MILE EAST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0516'SCHOOL AT GLENN, THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 45, KT0516'73 1/2 FEET WEST OF THE CENTER OF A JUNCTION OF A GRAVEL ROAD KT0516'LEADING WEST, AT THE EAST END OF A CONCRETE BRIDGE OVER AN KT0516'IRRIGATION CANAL, 2.4 FEET WEST OF THE EAST END OF THE SOUTH KT0516'GUARD RAIL, ON THE SOUTH SHOULDER OF THE ROAD, 9 FEET SOUTH KT0516'OF THE CENTER LINE OF THE GRAVEL ROAD, AND RIVETED ON TOP KT0516'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0210 *********************************************************************** KT0210 DESIGNATION - 253 KT0210 PID - KT0210 KT0210 STATE/COUNTY- CA/GLENN KT0210 USGS QUAD - ORLAND (1978) KT0210 KT0210 *CURRENT SURVEY CONTROL KT0210 ___________________________________________________________________ KT0210* NAD 83(1986)- 39 44 51. (N) 122 12 02. (W) SCALED KT0210* NAVD 88 - 78.41 (+/-2cm) 257.3 (feet) VERTCON KT0210 ___________________________________________________________________ KT0210 GEOID HEIGHT- -28.54 (meters) GEOID03 KT0210 KT0210 VERT ORDER - SECOND CLASS 0 (See Below) KT0210 KT0210.The horizontal coordinates were scaled from a topographic map and have KT0210.an estimated accuracy of +/- 6 seconds. KT0210 KT0210.The NAVD 88 height was computed by applying the VERTCON shift value to KT0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0210.The vertical order pertains to the NGVD 29 superseded value. KT0210 KT0210.The geoid height was determined by GEOID03. KT0210 KT0210; North East Units Estimated Accuracy KT0210;SPC CA 2 - 731,010. 1,982,810. MT (+/- 180 meters Scaled) KT0210 KT0210 SUPERSEDED SURVEY CONTROL KT0210 KT0210 NGVD 29 (??/??/92) 77.656 (m) 254.78 (f) ADJ UNCH 2 0 KT0210 KT0210.Superseded values are not recommended for survey control. KT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0210.See file dsdata.txt to determine how the superseded data were derived. KT0210 KT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK684000(NAD 83) KT0210_MARKER: DD = SURVEY DISK KT0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0210_STAMPING: 253.80 KT0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0210+STABILITY: SURFACE MOTION KT0210 KT0210 HISTORY - Date Condition Report By KT0210 HISTORY - UNK MONUMENTED BOR KT0210 HISTORY - 1949 GOOD NGS KT0210 HISTORY - 20021130 MARK NOT FOUND INDIV KT0210 KT0210 STATION DESCRIPTION KT0210 KT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0210'AT ORLAND. KT0210'AT ORLAND, 43 FEET WEST OF THE CENTER OF A T JUNCTION OF EIGHTH KT0210'AND COLUSA STREETS, ABOUT 1/2 BLOCK NORTH OF THE U.S. BUREAU OF KT0210'RECLAMATION OFFICE BUILDING, 13 FEET SOUTH OF THE CENTER OF A KT0210'DRIVEWAY LEADING TO THE U.S. BUREAU OF RECLAMATION GARAGES, 4 KT0210'FEET WEST OF THE WEST EDGE OF THE SIDEWALK, AND SET IN THE TOP KT0210'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. KT0210 KT0210 STATION RECOVERY (2002) KT0210 KT0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT) KT0210'MARK NOT FOUND. RECENT ROADWORK AND NEW SIDEWALK NOTED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0463 *********************************************************************** KT0463 DESIGNATION - 256 USGS KT0463 PID - KT0463 KT0463 STATE/COUNTY- CA/GLENN KT0463 USGS QUAD - LOGAN RIDGE (1973) KT0463 KT0463 *CURRENT SURVEY CONTROL KT0463 ___________________________________________________________________ KT0463* NAD 83(1986)- 39 28 12. (N) 122 19 11. (W) SCALED KT0463* NAVD 88 - 78.88 (+/-2cm) 258.8 (feet) VERTCON KT0463 ___________________________________________________________________ KT0463 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0463 KT0463 VERT ORDER - SECOND CLASS 0 (See Below) KT0463 KT0463.The horizontal coordinates were scaled from a topographic map and have KT0463.an estimated accuracy of +/- 6 seconds. KT0463 KT0463.The NAVD 88 height was computed by applying the VERTCON shift value to KT0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0463.The vertical order pertains to the NGVD 29 superseded value. KT0463 KT0463.The geoid height was determined by GEOID03. KT0463 KT0463; North East Units Estimated Accuracy KT0463;SPC CA 2 - 700,230. 1,972,490. MT (+/- 180 meters Scaled) KT0463 KT0463 SUPERSEDED SURVEY CONTROL KT0463 KT0463 NGVD 29 (??/??/92) 78.105 (m) 256.25 (f) ADJ UNCH 2 0 KT0463 KT0463.Superseded values are not recommended for survey control. KT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0463.See file dsdata.txt to determine how the superseded data were derived. KT0463 KT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ585691(NAD 83) KT0463_MARKER: Q = CHISELED SQUARE KT0463_SETTING: 66 = SET IN ROCK OUTCROP KT0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0463+STABILITY: POSITION/ELEVATION WELL KT0463 KT0463 HISTORY - Date Condition Report By KT0463 HISTORY - UNK MONUMENTED USGS KT0463 HISTORY - 1935 GOOD NGS KT0463 KT0463 STATION DESCRIPTION KT0463 KT0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0463'11 MI SW FROM WILLOWS. KT0463'4.0 MILES SOUTH AND 7.0 MILES WEST ALONG THE STONYFORD ROAD KT0463'FROM WILLOWS, GLENN COUNTY, 1.1 MILES NORTHEAST OF GARNETT KT0463'RANCH, AT THE TOP OF A GRADE, ON THE NORTHEAST EDGE OF THE ROAD, KT0463'AND ON THE TOP OF A ROCK OUTCROP. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0193 *********************************************************************** KT0193 DESIGNATION - 263.96 KT0193 PID - KT0193 KT0193 STATE/COUNTY- CA/GLENN KT0193 USGS QUAD - KIRKWOOD (1969) KT0193 KT0193 *CURRENT SURVEY CONTROL KT0193 ___________________________________________________________________ KT0193* NAD 83(1986)- 39 47 01. (N) 122 11 06. (W) SCALED KT0193* NAVD 88 - 81.50 (+/-2cm) 267.4 (feet) VERTCON KT0193 ___________________________________________________________________ KT0193 GEOID HEIGHT- -28.46 (meters) GEOID03 KT0193 KT0193 VERT ORDER - FIRST CLASS II (See Below) KT0193 KT0193.The horizontal coordinates were scaled from a topographic map and have KT0193.an estimated accuracy of +/- 6 seconds. KT0193 KT0193.The NAVD 88 height was computed by applying the VERTCON shift value to KT0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0193.The vertical order pertains to the NGVD 29 superseded value. KT0193 KT0193.The geoid height was determined by GEOID03. KT0193 KT0193; North East Units Estimated Accuracy KT0193;SPC CA 2 - 735,020. 1,984,150. MT (+/- 180 meters Scaled) KT0193 KT0193 SUPERSEDED SURVEY CONTROL KT0193 KT0193 NGVD 29 (??/??/92) 80.746 (m) 264.91 (f) ADJ UNCH 1 2 KT0193 KT0193.Superseded values are not recommended for survey control. KT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0193.See file dsdata.txt to determine how the superseded data were derived. KT0193 KT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK697040(NAD 83) KT0193_MARKER: DD = SURVEY DISK KT0193_SETTING: 30 = CULVERT KT0193_STAMPING: 263.96 KT0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0193 KT0193 HISTORY - Date Condition Report By KT0193 HISTORY - UNK MONUMENTED BOR KT0193 HISTORY - 1949 GOOD NGS KT0193 KT0193 STATION DESCRIPTION KT0193 KT0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0193'2.7 MI N FROM ORLAND. KT0193'2.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0193'STATION AT ORLAND, AT AN IRRIGATION CANAL CROSSING 4 POLES NORTH KT0193'OF MILE POST NO. 168, 32 FEET WEST OF THE CENTER LINE OF THE KT0193'TRACKS, 20 FEET EAST OF A FENCE LINE, 18 FEET SOUTHEAST OF KT0193'A TELEPHONE POLE, AND SET IN THE CENTER OF THE WEST CONCRETE KT0193'HEADWALL OF THE CULVERT. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0214 *********************************************************************** KT0214 DESIGNATION - 279 USGS KT0214 PID - KT0214 KT0214 STATE/COUNTY- CA/GLENN KT0214 USGS QUAD - KIRKWOOD (1969) KT0214 KT0214 *CURRENT SURVEY CONTROL KT0214 ___________________________________________________________________ KT0214* NAD 83(1986)- 39 45 30. (N) 122 13 28. (W) SCALED KT0214* NAVD 88 - 86.11 (+/-2cm) 282.5 (feet) VERTCON KT0214 ___________________________________________________________________ KT0214 GEOID HEIGHT- -28.61 (meters) GEOID03 KT0214 KT0214 VERT ORDER - SECOND CLASS 0 (See Below) KT0214 KT0214.The horizontal coordinates were scaled from a topographic map and have KT0214.an estimated accuracy of +/- 6 seconds. KT0214 KT0214.The NAVD 88 height was computed by applying the VERTCON shift value to KT0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0214.The vertical order pertains to the NGVD 29 superseded value. KT0214 KT0214.The geoid height was determined by GEOID03. KT0214 KT0214; North East Units Estimated Accuracy KT0214;SPC CA 2 - 732,220. 1,980,770. MT (+/- 180 meters Scaled) KT0214 KT0214 SUPERSEDED SURVEY CONTROL KT0214 KT0214 NGVD 29 (??/??/92) 85.355 (m) 280.04 (f) ADJ UNCH 2 0 KT0214 KT0214.Superseded values are not recommended for survey control. KT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0214.See file dsdata.txt to determine how the superseded data were derived. KT0214 KT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK664012(NAD 83) KT0214_MARKER: DD = SURVEY DISK KT0214_SETTING: 36 = CANAL KT0214_STAMPING: 279.05 KT0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0214 KT0214 HISTORY - Date Condition Report By KT0214 HISTORY - UNK MONUMENTED BOR KT0214 HISTORY - 1949 GOOD NGS KT0214 KT0214 STATION DESCRIPTION KT0214 KT0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0214'1.9 MI NW FROM ORLAND. KT0214'1.9 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0214'PACIFIC CO. RAILROAD STATION AT ORLAND, IN THE TOP OF A CONCRETE KT0214'CHECK OF THE SOUTH CANAL, 85 FEET EAST OF THE CENTER OF A KT0214'HEADGATE OF A SMALL CANAL LEADING SOUTH, 41 FEET SOUTHWEST OF KT0214'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE KT0214'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0217 *********************************************************************** KT0217 DESIGNATION - 308 USRS KT0217 PID - KT0217 KT0217 STATE/COUNTY- CA/GLENN KT0217 USGS QUAD - BLACK BUTTE DAM (1973) KT0217 KT0217 *CURRENT SURVEY CONTROL KT0217 ___________________________________________________________________ KT0217* NAD 83(1986)- 39 46 11. (N) 122 15 21. (W) SCALED KT0217* NAVD 88 - 94.37 (+/-2cm) 309.6 (feet) VERTCON KT0217 ___________________________________________________________________ KT0217 GEOID HEIGHT- -28.71 (meters) GEOID03 KT0217 KT0217 VERT ORDER - SECOND CLASS 0 (See Below) KT0217 KT0217.The horizontal coordinates were scaled from a topographic map and have KT0217.an estimated accuracy of +/- 6 seconds. KT0217 KT0217.The NAVD 88 height was computed by applying the VERTCON shift value to KT0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0217.The vertical order pertains to the NGVD 29 superseded value. KT0217 KT0217.The geoid height was determined by GEOID03. KT0217 KT0217; North East Units Estimated Accuracy KT0217;SPC CA 2 - 733,490. 1,978,080. MT (+/- 180 meters Scaled) KT0217 KT0217 SUPERSEDED SURVEY CONTROL KT0217 KT0217 NGVD 29 (??/??/92) 93.610 (m) 307.12 (f) ADJ UNCH 2 0 KT0217 KT0217.Superseded values are not recommended for survey control. KT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0217.See file dsdata.txt to determine how the superseded data were derived. KT0217 KT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK637024(NAD 83) KT0217_MARKER: DD = SURVEY DISK KT0217_SETTING: 36 = BRIDGE KT0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0217 KT0217 HISTORY - Date Condition Report By KT0217 HISTORY - UNK MONUMENTED BOR KT0217 HISTORY - 1949 GOOD NGS KT0217 HISTORY - 1966 MARK NOT FOUND USGS KT0217 KT0217 STATION DESCRIPTION KT0217 KT0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0217'3.8 MI NW FROM ORLAND. KT0217'3.8 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0217'PACIFIC CO. RAILROAD STATION AT ORLAND, AT A CONCRETE BRIDGE OVER KT0217'THE SOUTH CANAL, IN THE APPROXIMATE CENTER OF THE NORTHWEST HEAD KT0217'WALL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT KT0217'1 FOOT BELOW THE TOP OF THE HEAD WALL. NOTE-- THIS MARK WAS KT0217'FORMERLY IN THE TOP OF THE HEAD WALL. ABOUT A FOOT OF CONCRETE KT0217'HAS BEEN ADDED TO THE TOP. ACESS TO THIS MARK IS HAD THROUGH A KT0217'4-INCH HOLE IN THE CONCRETE. THE STAMPING ON THIS MARK IS NOT KT0217'LEGIBLE. KT0217 KT0217 STATION RECOVERY (1966) KT0217 KT0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0217'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0218 *********************************************************************** KT0218 DESIGNATION - 320 USRS KT0218 PID - KT0218 KT0218 STATE/COUNTY- CA/GLENN KT0218 USGS QUAD - BLACK BUTTE DAM (1973) KT0218 KT0218 *CURRENT SURVEY CONTROL KT0218 ___________________________________________________________________ KT0218* NAD 83(1986)- 39 46 29. (N) 122 16 17. (W) SCALED KT0218* NAVD 88 - 98.72 (+/-2cm) 323.9 (feet) VERTCON KT0218 ___________________________________________________________________ KT0218 GEOID HEIGHT- -28.75 (meters) GEOID03 KT0218 KT0218 VERT ORDER - SECOND CLASS 0 (See Below) KT0218 KT0218.The horizontal coordinates were scaled from a topographic map and have KT0218.an estimated accuracy of +/- 6 seconds. KT0218 KT0218.The NAVD 88 height was computed by applying the VERTCON shift value to KT0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0218.The vertical order pertains to the NGVD 29 superseded value. KT0218 KT0218.The geoid height was determined by GEOID03. KT0218 KT0218; North East Units Estimated Accuracy KT0218;SPC CA 2 - 734,050. 1,976,750. MT (+/- 180 meters Scaled) KT0218 KT0218 SUPERSEDED SURVEY CONTROL KT0218 KT0218 NGVD 29 (??/??/92) 97.951 (m) 321.36 (f) ADJ UNCH 2 0 KT0218 KT0218.Superseded values are not recommended for survey control. KT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0218.See file dsdata.txt to determine how the superseded data were derived. KT0218 KT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK623030(NAD 83) KT0218_MARKER: DD = SURVEY DISK KT0218_SETTING: 36 = CANAL KT0218_STAMPING: 320.28 KT0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0218 KT0218 HISTORY - Date Condition Report By KT0218 HISTORY - UNK MONUMENTED BOR KT0218 HISTORY - 1949 GOOD NGS KT0218 KT0218 STATION DESCRIPTION KT0218 KT0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0218'4.7 MI NW FROM ORLAND. KT0218'4.7 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0218'PACIFIC CO. RAILROAD STATION AT ORLAND, 153 FEET NORTHWEST OF KT0218'THE CENTER OF THE INTERSECTION OF A ROAD LEADING NORTH, IN THE KT0218'TOP OF A CONCRETE CHECK OF THE SOUTH CANAL, 8 FEET NORTHEAST OF KT0218'THE SOUTHWEST END, 55 FEET NORTHEAST OF THE CENTER LINE OF THE KT0218'ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0219 *********************************************************************** KT0219 DESIGNATION - 335 USRS KT0219 PID - KT0219 KT0219 STATE/COUNTY- CA/GLENN KT0219 USGS QUAD - BLACK BUTTE DAM (1973) KT0219 KT0219 *CURRENT SURVEY CONTROL KT0219 ___________________________________________________________________ KT0219* NAD 83(1986)- 39 46 46. (N) 122 17 08. (W) SCALED KT0219* NAVD 88 - 103.34 (+/-2cm) 339.0 (feet) VERTCON KT0219 ___________________________________________________________________ KT0219 GEOID HEIGHT- -28.79 (meters) GEOID03 KT0219 KT0219 VERT ORDER - SECOND CLASS 0 (See Below) KT0219 KT0219.The horizontal coordinates were scaled from a topographic map and have KT0219.an estimated accuracy of +/- 6 seconds. KT0219 KT0219.The NAVD 88 height was computed by applying the VERTCON shift value to KT0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0219.The vertical order pertains to the NGVD 29 superseded value. KT0219 KT0219.The geoid height was determined by GEOID03. KT0219 KT0219; North East Units Estimated Accuracy KT0219;SPC CA 2 - 734,580. 1,975,540. MT (+/- 180 meters Scaled) KT0219 KT0219 SUPERSEDED SURVEY CONTROL KT0219 KT0219 NGVD 29 (??/??/92) 102.568 (m) 336.51 (f) ADJ UNCH 2 0 KT0219 KT0219.Superseded values are not recommended for survey control. KT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0219.See file dsdata.txt to determine how the superseded data were derived. KT0219 KT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK611035(NAD 83) KT0219_MARKER: DD = SURVEY DISK KT0219_SETTING: 36 = CANAL KT0219_STAMPING: 335.40 KT0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0219 KT0219 HISTORY - Date Condition Report By KT0219 HISTORY - UNK MONUMENTED BOR KT0219 HISTORY - 1949 GOOD NGS KT0219 KT0219 STATION DESCRIPTION KT0219 KT0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0219'5.4 MI NW FROM ORLAND. KT0219'5.4 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0219'PACIFIC CO. RAILROAD STATION AT ORLAND, ALONG THE SOUTH CANAL, IN KT0219'THE TOP OF HEADGATE L 210, 2.8 FEET NORTHEAST OF THE SOUTHEAST KT0219'END, ABOUT 98 YARDS SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY KT0219'LEADING NORTHEAST TO A TWO-STORY FARMHOUSE, 26 1/2 FEET NORTHEAST KT0219'OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE KT0219'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0122 *********************************************************************** KT0122 DESIGNATION - 378 USGS KT0122 PID - KT0122 KT0122 STATE/COUNTY- CA/GLENN KT0122 USGS QUAD - STONE VALLEY (1969) KT0122 KT0122 *CURRENT SURVEY CONTROL KT0122 ___________________________________________________________________ KT0122* NAD 83(1986)- 39 33 56. (N) 122 22 08. (W) SCALED KT0122* NAVD 88 - 117.04 (+/-2cm) 384.0 (feet) VERTCON KT0122 ___________________________________________________________________ KT0122 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0122 KT0122 VERT ORDER - SECOND CLASS 0 (See Below) KT0122 KT0122.The horizontal coordinates were scaled from a topographic map and have KT0122.an estimated accuracy of +/- 6 seconds. KT0122 KT0122.The NAVD 88 height was computed by applying the VERTCON shift value to KT0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0122.The vertical order pertains to the NGVD 29 superseded value. KT0122 KT0122.The geoid height was determined by GEOID03. KT0122 KT0122; North East Units Estimated Accuracy KT0122;SPC CA 2 - 710,860. 1,968,300. MT (+/- 180 meters Scaled) KT0122 KT0122 SUPERSEDED SURVEY CONTROL KT0122 KT0122 NGVD 29 (??/??/92) 116.26 (m) 381.4 (f) COMPUTED 2 0 KT0122 KT0122.Superseded values are not recommended for survey control. KT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0122.See file dsdata.txt to determine how the superseded data were derived. KT0122 KT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ542797(NAD 83) KT0122_MARKER: Q = CHISELED SQUARE KT0122_SETTING: 36 = BRIDGE KT0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0122 KT0122 HISTORY - Date Condition Report By KT0122 HISTORY - UNK MONUMENTED CGS KT0122 HISTORY - 1935 GOOD NGS KT0122 HISTORY - 1967 MARK NOT FOUND NGS KT0122 KT0122 STATION DESCRIPTION KT0122 KT0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0122'5.3 MI SE FROM FRUTO. KT0122'5.3 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC KT0122'CO. RAILROAD STATION AT FRUTO, GLENN COUNTY, AT S. P. CO. MILEPOST KT0122'161+85, DIRECTLY EAST OF RAILROAD BRIDGE NO. 161 G, AND ON THE KT0122'CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL. A CHISELED KT0122'SQUARE. KT0122 KT0122 STATION RECOVERY (1967) KT0122 KT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0122'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0459 *********************************************************************** KT0459 DESIGNATION - 381 USGS KT0459 PID - KT0459 KT0459 STATE/COUNTY- CA/GLENN KT0459 USGS QUAD - RAIL CANYON (1989) KT0459 KT0459 *CURRENT SURVEY CONTROL KT0459 ___________________________________________________________________ KT0459* NAD 83(1986)- 39 28 32. (N) 122 22 34. (W) SCALED KT0459* NAVD 88 - 117.12 (+/-2cm) 384.3 (feet) VERTCON KT0459 ___________________________________________________________________ KT0459 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0459 KT0459 VERT ORDER - SECOND CLASS 0 (See Below) KT0459 KT0459.The horizontal coordinates were scaled from a topographic map and have KT0459.an estimated accuracy of +/- 6 seconds. KT0459 KT0459.The NAVD 88 height was computed by applying the VERTCON shift value to KT0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0459.The vertical order pertains to the NGVD 29 superseded value. KT0459 KT0459.The geoid height was determined by GEOID03. KT0459 KT0459; North East Units Estimated Accuracy KT0459;SPC CA 2 - 700,870. 1,967,640. MT (+/- 180 meters Scaled) KT0459 KT0459 SUPERSEDED SURVEY CONTROL KT0459 KT0459 NGVD 29 (??/??/92) 116.324 (m) 381.64 (f) ADJ UNCH 2 0 KT0459 KT0459.Superseded values are not recommended for survey control. KT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0459.See file dsdata.txt to determine how the superseded data were derived. KT0459 KT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ536697(NAD 83) KT0459_MARKER: Q = CHISELED SQUARE KT0459_SETTING: 36 = BRIDGE KT0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0459 KT0459 HISTORY - Date Condition Report By KT0459 HISTORY - UNK MONUMENTED USGS KT0459 HISTORY - 1935 GOOD NGS KT0459 KT0459 STATION DESCRIPTION KT0459 KT0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0459'14.8 MI SW FROM WILLOWS. KT0459'4.0 MILES SOUTH AND 10.8 MILES WEST ALONG THE STONYFORD ROAD KT0459'FROM WILLOWS, GLENN COUNTY, 2.7 MILES SOUTHWEST OF GARNETT RANCH, KT0459'AT A SMALL BRIDGE, AND ON THE CENTER OF THE TOP OF THE NORTHEAST KT0459'WING WALL. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0097 *********************************************************************** KT0097 DESIGNATION - 430 USGS KT0097 PID - KT0097 KT0097 STATE/COUNTY- CA/GLENN KT0097 USGS QUAD - BLACK BUTTE DAM (1973) KT0097 KT0097 *CURRENT SURVEY CONTROL KT0097 ___________________________________________________________________ KT0097* NAD 83(1986)- 39 47 32. (N) 122 22 00. (W) SCALED KT0097* NAVD 88 - 132.29 (+/-2cm) 434.0 (feet) VERTCON KT0097 ___________________________________________________________________ KT0097 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0097 KT0097 VERT ORDER - SECOND CLASS 0 (See Below) KT0097 KT0097.The horizontal coordinates were scaled from a topographic map and have KT0097.an estimated accuracy of +/- 6 seconds. KT0097 KT0097.The NAVD 88 height was computed by applying the VERTCON shift value to KT0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0097.The vertical order pertains to the NGVD 29 superseded value. KT0097 KT0097.The geoid height was determined by GEOID03. KT0097 KT0097; North East Units Estimated Accuracy KT0097;SPC CA 2 - 736,020. 1,968,600. MT (+/- 180 meters Scaled) KT0097 KT0097 SUPERSEDED SURVEY CONTROL KT0097 KT0097 NGVD 29 (??/??/92) 131.492 (m) 431.40 (f) ADJ UNCH 2 0 KT0097 KT0097.Superseded values are not recommended for survey control. KT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0097.See file dsdata.txt to determine how the superseded data were derived. KT0097 KT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK542048(NAD 83) KT0097_MARKER: Q = CHISELED SQUARE KT0097_SETTING: 30 = CULVERT KT0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0097 KT0097 HISTORY - Date Condition Report By KT0097 HISTORY - UNK MONUMENTED USGS KT0097 HISTORY - 1942 GOOD NGS KT0097 KT0097 STATION DESCRIPTION KT0097 KT0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0097'16.7 MI S FROM HENLEYVILLE. KT0097'IN GLENN COUNTY, 16.7 MILES SOUTH ALONG A ROAD AND A TRAIL FROM KT0097'HENLEYVILLE, TEHAMA COUNTY, ABOUT 300 FEET NORTH OF A RANCH HOUSE, KT0097'ON THE NEWVILLE-ORLAND ROAD, AT A CONCRETE CULVERT UNDER THE ROAD, KT0097'ON THE TOP OF THE NORTHEAST WING WALL, AND NEAR A WHITE WOODEN KT0097'WITNESS POST. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0227 *********************************************************************** KT0227 DESIGNATION - 436 USGS KT0227 PID - KT0227 KT0227 STATE/COUNTY- CA/GLENN KT0227 USGS QUAD - BLACK BUTTE DAM (1973) KT0227 KT0227 *CURRENT SURVEY CONTROL KT0227 ___________________________________________________________________ KT0227* NAD 83(1986)- 39 46 21. (N) 122 21 27. (W) SCALED KT0227* NAVD 88 - 134.01 (+/-2cm) 439.7 (feet) VERTCON KT0227 ___________________________________________________________________ KT0227 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0227 KT0227 VERT ORDER - SECOND CLASS 0 (See Below) KT0227 KT0227.The horizontal coordinates were scaled from a topographic map and have KT0227.an estimated accuracy of +/- 6 seconds. KT0227 KT0227.The NAVD 88 height was computed by applying the VERTCON shift value to KT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0227.The vertical order pertains to the NGVD 29 superseded value. KT0227 KT0227.The geoid height was determined by GEOID03. KT0227 KT0227; North East Units Estimated Accuracy KT0227;SPC CA 2 - 733,830. 1,969,370. MT (+/- 180 meters Scaled) KT0227 KT0227 SUPERSEDED SURVEY CONTROL KT0227 KT0227 NGVD 29 (??/??/92) 133.212 (m) 437.05 (f) ADJ UNCH 2 0 KT0227 KT0227.Superseded values are not recommended for survey control. KT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0227.See file dsdata.txt to determine how the superseded data were derived. KT0227 KT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK550027(NAD 83) KT0227_MARKER: S = SPIKE KT0227_SETTING: 30 = TREE KT0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0227 KT0227 HISTORY - Date Condition Report By KT0227 HISTORY - UNK MONUMENTED USGS KT0227 HISTORY - 1949 GOOD NGS KT0227 KT0227 STATION DESCRIPTION KT0227 KT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0227'10.1 MI NW FROM ORLAND. KT0227'10.1 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0227'PACIFIC CO. RAILROAD STATION AT ORLAND, 243 FEET NORTH OF THE KT0227'CENTER OF A SHARP CURVE, 18 FEET EAST OF THE CENTER LINE OF THE KT0227'ROAD, 12 FEET WEST OF A FENCE, DRIVEN IN THE EAST SIDE OF A KT0227'30-INCH OAK TREE, 0.5 FOOT ABOVE THE GROUND, AND MARKED BY THE KT0227'SCRIBED LETTERS AND NUMBERS USBM 436. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0739 *********************************************************************** KT0739 DESIGNATION - 710 USGS KT0739 PID - KT0739 KT0739 STATE/COUNTY- CA/GLENN KT0739 USGS QUAD - ELK CREEK (1968) KT0739 KT0739 *CURRENT SURVEY CONTROL KT0739 ___________________________________________________________________ KT0739* NAD 83(1986)- 39 37 24. (N) 122 31 35. (W) SCALED KT0739* NAVD 88 - 217.47 (+/-2cm) 713.5 (feet) VERTCON KT0739 ___________________________________________________________________ KT0739 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0739 KT0739 VERT ORDER - SECOND CLASS 0 (See Below) KT0739 KT0739.The horizontal coordinates were scaled from a topographic map and have KT0739.an estimated accuracy of +/- 6 seconds. KT0739 KT0739.The NAVD 88 height was computed by applying the VERTCON shift value to KT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0739.The vertical order pertains to the NGVD 29 superseded value. KT0739 KT0739.The geoid height was determined by GEOID03. KT0739 KT0739; North East Units Estimated Accuracy KT0739;SPC CA 2 - 717,340. 1,954,810. MT (+/- 180 meters Scaled) KT0739 KT0739 SUPERSEDED SURVEY CONTROL KT0739 KT0739 NGVD 29 (??/??/92) 216.64 (m) 710.8 (f) COMPUTED 2 0 KT0739 KT0739.Superseded values are not recommended for survey control. KT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0739.See file dsdata.txt to determine how the superseded data were derived. KT0739 KT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ406860(NAD 83) KT0739_MARKER: Q = CHISELED SQUARE KT0739_SETTING: 36 = BRIDGE KT0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0739 KT0739 HISTORY - Date Condition Report By KT0739 HISTORY - UNK MONUMENTED USGS KT0739 HISTORY - 1967 MARK NOT FOUND NGS KT0739 KT0739 STATION DESCRIPTION KT0739 KT0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0739'1.5 MI N FROM ELK CREEK. KT0739'1.5 MILES NORTH ALONG THE PASKENTA ROAD FROM ELK CREEK, GLENN KT0739'COUNTY, AT A CONCRETE BRIDGE, AND ON THE TOP OF THE NORTH END KT0739'OF THE EAST HEADWALL, A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0175 *********************************************************************** KT0175 DESIGNATION - 777 SVIP KT0175 PID - KT0175 KT0175 STATE/COUNTY- CA/GLENN KT0175 USGS QUAD - GLENN (1969) KT0175 KT0175 *CURRENT SURVEY CONTROL KT0175 ___________________________________________________________________ KT0175* NAD 83(1986)- 39 31 19. (N) 122 02 44. (W) SCALED KT0175* NAVD 88 - 28.54 (+/-2cm) 93.6 (feet) VERTCON KT0175 ___________________________________________________________________ KT0175 GEOID HEIGHT- -28.48 (meters) GEOID03 KT0175 KT0175 VERT ORDER - FIRST CLASS II (See Below) KT0175 KT0175.The horizontal coordinates were scaled from a topographic map and have KT0175.an estimated accuracy of +/- 6 seconds. KT0175 KT0175.The NAVD 88 height was computed by applying the VERTCON shift value to KT0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0175.The vertical order pertains to the NGVD 29 superseded value. KT0175 KT0175.The geoid height was determined by GEOID03. KT0175 KT0175; North East Units Estimated Accuracy KT0175;SPC CA 2 - 705,950. 1,996,080. MT (+/- 180 meters Scaled) KT0175 KT0175 SUPERSEDED SURVEY CONTROL KT0175 KT0175 NGVD 29 (??/??/92) 27.812 (m) 91.25 (f) ADJ UNCH 1 2 KT0175 KT0175.Superseded values are not recommended for survey control. KT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0175.See file dsdata.txt to determine how the superseded data were derived. KT0175 KT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ820751(NAD 83) KT0175_MARKER: DD = SURVEY DISK KT0175_SETTING: 30 = CULVERT KT0175_STAMPING: 777 KT0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0175 KT0175 HISTORY - Date Condition Report By KT0175 HISTORY - UNK MONUMENTED SVIP KT0175 HISTORY - 1949 GOOD NGS KT0175 KT0175 STATION DESCRIPTION KT0175 KT0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0175'1.6 MI W FROM GLENN. KT0175'1.6 MILES WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0175'SCHOOL AT GLENN, ABOUT 50 YARDS EAST OF THE CENTER OF THE KT0175'JUNCTION OF A GRAVELED ROAD LEADING NORTH, AT A LARGE CONCRETE KT0175'CULVERT OVER AN IRRIGATION CANAL, IN THE TOP OF THE APPROXIMATE KT0175'CENTER OF THE NORTH HEAD WALL, 10.5 FEET NORTH OF THE CENTER KT0175'LINE OF THE HIGHWAY, AND ABOUT 0.3 FOOT HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0456 *********************************************************************** KT0456 DESIGNATION - 794 USGS KT0456 PID - KT0456 KT0456 STATE/COUNTY- CA/GLENN KT0456 USGS QUAD - RAIL CANYON (1989) KT0456 KT0456 *CURRENT SURVEY CONTROL KT0456 ___________________________________________________________________ KT0456* NAD 83(1986)- 39 28 10. (N) 122 25 29. (W) SCALED KT0456* NAVD 88 - 242.92 (+/-2cm) 797.0 (feet) VERTCON KT0456 ___________________________________________________________________ KT0456 GEOID HEIGHT- -29.19 (meters) GEOID03 KT0456 KT0456 VERT ORDER - SECOND CLASS 0 (See Below) KT0456 KT0456.The horizontal coordinates were scaled from a topographic map and have KT0456.an estimated accuracy of +/- 6 seconds. KT0456 KT0456.The NAVD 88 height was computed by applying the VERTCON shift value to KT0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0456.The vertical order pertains to the NGVD 29 superseded value. KT0456 KT0456.The geoid height was determined by GEOID03. KT0456 KT0456; North East Units Estimated Accuracy KT0456;SPC CA 2 - 700,210. 1,963,460. MT (+/- 180 meters Scaled) KT0456 KT0456 SUPERSEDED SURVEY CONTROL KT0456 KT0456 NGVD 29 (??/??/92) 242.105 (m) 794.31 (f) ADJ UNCH 2 0 KT0456 KT0456.Superseded values are not recommended for survey control. KT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0456.See file dsdata.txt to determine how the superseded data were derived. KT0456 KT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ494690(NAD 83) KT0456_MARKER: Q = CHISELED SQUARE KT0456_SETTING: 30 = CULVERT KT0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0456 KT0456 HISTORY - Date Condition Report By KT0456 HISTORY - UNK MONUMENTED USGS KT0456 HISTORY - 1935 GOOD NGS KT0456 KT0456 STATION DESCRIPTION KT0456 KT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0456'13.6 MI NE FROM STONYFORD. KT0456'IN GLENN COUNTY, 13.6 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0456'FROM STONYFORD, COLUSA COUNTY, 5.7 MILES SOUTHWEST OF GARNETT KT0456'RANCH, AT THE FOOT OF A STEEP GRADE, AT THE NORTH EDGE OF THE KT0456'ROAD, AT THE NORTH END OF A CULVERT UNDER THE ROAD, AND ON THE KT0456'CENTER OF THE TOP OF THE CONCRETE HEADWALL. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0991 *********************************************************************** KS0991 DESIGNATION - 81 B USGS KS0991 PID - KS0991 KS0991 STATE/COUNTY- CA/BUTTE KS0991 USGS QUAD - WEST OF BIGGS (1973) KS0991 KS0991 *CURRENT SURVEY CONTROL KS0991 ___________________________________________________________________ KS0991* NAD 83(1986)- 39 27 51. (N) 121 51 26. (W) SCALED KS0991* NAVD 88 - 25.51 (+/-2cm) 83.7 (feet) VERTCON KS0991 ___________________________________________________________________ KS0991 GEOID HEIGHT- -28.27 (meters) GEOID03 KS0991 KS0991 VERT ORDER - FIRST CLASS II (See Below) KS0991 KS0991.The horizontal coordinates were scaled from a topographic map and have KS0991.an estimated accuracy of +/- 6 seconds. KS0991 KS0991.The NAVD 88 height was computed by applying the VERTCON shift value to KS0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0991.The vertical order pertains to the NGVD 29 superseded value. KS0991 KS0991.The geoid height was determined by GEOID03. KS0991 KS0991; North East Units Estimated Accuracy KS0991;SPC CA 2 - 699,540. 2,012,290. MT (+/- 180 meters Scaled) KS0991 KS0991 SUPERSEDED SURVEY CONTROL KS0991 KS0991 NGVD 29 (??/??/??) 24.793 (m) 81.34 (f) ADJUSTED 1 2 KS0991 KS0991.Superseded values are not recommended for survey control. KS0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0991.See file dsdata.txt to determine how the superseded data were derived. KS0991 KS0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ983689(NAD 83) KS0991_MARKER: P = PIPE CAP KS0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS0991_STAMPING: CAL 81 B B 1909 KS0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0991 KS0991 HISTORY - Date Condition Report By KS0991 HISTORY - 1909 MONUMENTED USGS KS0991 HISTORY - 1949 GOOD NGS KS0991 HISTORY - 20040324 MARK NOT FOUND CADT KS0991 KS0991 STATION DESCRIPTION KS0991 KS0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0991'7.2 MI E FROM BUTTE CITY. KS0991'7.2 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0991'BUTTE CITY, AT THE INTERSECTION OF COUNTY GRAVELED ROAD, 35 FEET KS0991'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 31 FEET SOUTH OF KS0991'THE CENTER LINE OF THE HIGHWAY, 14.2 FEET NORTHEAST OF THE KS0991'NORTHEAST END OF A CONCRETE WING WALL OF A CULVERT, ABOUT 1 FOOT KS0991'LOWER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON KS0991'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. NOTE-- THIS MARK WAS KS0991'USED AS A REFERENCE MARK FOR ADAMS TRIANGULATION STATION. KS0991 KS0991 STATION RECOVERY (2004) KS0991 KS0991'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0991'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0452 *********************************************************************** KT0452 DESIGNATION - 816 USGS KT0452 PID - KT0452 KT0452 STATE/COUNTY- CA/GLENN KT0452 USGS QUAD - RAIL CANYON (1989) KT0452 KT0452 *CURRENT SURVEY CONTROL KT0452 ___________________________________________________________________ KT0452* NAD 83(1986)- 39 28 28. (N) 122 26 56. (W) SCALED KT0452* NAVD 88 - 249.55 (+/-2cm) 818.7 (feet) VERTCON KT0452 ___________________________________________________________________ KT0452 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0452 KT0452 VERT ORDER - SECOND CLASS 0 (See Below) KT0452 KT0452.The horizontal coordinates were scaled from a topographic map and have KT0452.an estimated accuracy of +/- 6 seconds. KT0452 KT0452.The NAVD 88 height was computed by applying the VERTCON shift value to KT0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0452.The vertical order pertains to the NGVD 29 superseded value. KT0452 KT0452.The geoid height was determined by GEOID03. KT0452 KT0452; North East Units Estimated Accuracy KT0452;SPC CA 2 - 700,770. 1,961,380. MT (+/- 180 meters Scaled) KT0452 KT0452 SUPERSEDED SURVEY CONTROL KT0452 KT0452 NGVD 29 (??/??/92) 248.726 (m) 816.03 (f) ADJ UNCH 2 0 KT0452 KT0452.Superseded values are not recommended for survey control. KT0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0452.See file dsdata.txt to determine how the superseded data were derived. KT0452 KT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ474695(NAD 83) KT0452_MARKER: Q = CHISELED SQUARE KT0452_SETTING: 36 = BRIDGE KT0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0452 KT0452 HISTORY - Date Condition Report By KT0452 HISTORY - UNK MONUMENTED USGS KT0452 HISTORY - 1935 GOOD NGS KT0452 KT0452 STATION DESCRIPTION KT0452 KT0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0452'11.3 MI NE FROM STONYFORD. KT0452'IN GLENN COUNTY, 11.3 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0452'FROM STONYFORD, COLUSA COUNTY, 0.4 MILE NORTHEAST OF NICHOLS KT0452'RANCH, IN THE FORKS OF A Y-ROAD JUNCTION, AT A WOODEN BRIDGE, AND KT0452'ON THE TOP OF THE EAST END OF THE SOUTHWEST CONCRETE WING WALL. KT0452'A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0339 *********************************************************************** KT0339 DESIGNATION - 90 B 1 USGS KT0339 PID - KT0339 KT0339 STATE/COUNTY- CA/GLENN KT0339 USGS QUAD - LOGANDALE (1973) KT0339 KT0339 *CURRENT SURVEY CONTROL KT0339 ___________________________________________________________________ KT0339* NAD 83(1986)- 39 23 23. (N) 122 11 31. (W) SCALED KT0339* NAVD 88 - 28.55 (+/-2cm) 93.7 (feet) VERTCON KT0339 ___________________________________________________________________ KT0339 GEOID HEIGHT- -29.29 (meters) GEOID03 KT0339 KT0339 VERT ORDER - FIRST CLASS II (See Below) KT0339 KT0339.The horizontal coordinates were scaled from a topographic map and have KT0339.an estimated accuracy of +/- 6 seconds. KT0339 KT0339.The NAVD 88 height was computed by applying the VERTCON shift value to KT0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0339.The vertical order pertains to the NGVD 29 superseded value. KT0339 KT0339.The geoid height was determined by GEOID03. KT0339 KT0339; North East Units Estimated Accuracy KT0339;SPC CA 2 - 691,290. 1,983,470. MT (+/- 180 meters Scaled) KT0339 KT0339 SUPERSEDED SURVEY CONTROL KT0339 KT0339 NGVD 29 (??/??/92) 27.809 (m) 91.24 (f) ADJ UNCH 1 2 KT0339 KT0339.Superseded values are not recommended for survey control. KT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0339.See file dsdata.txt to determine how the superseded data were derived. KT0339 KT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695603(NAD 83) KT0339_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0339_STAMPING: 90 B 1 1904 KT0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0339 KT0339 HISTORY - Date Condition Report By KT0339 HISTORY - 1904 MONUMENTED USGS KT0339 HISTORY - 1967 GOOD NGS KT0339 KT0339 STATION DESCRIPTION KT0339 KT0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0339'7.8 MI N FROM MAXWELL. KT0339'7.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0339'THE CROSSING OF OAK STREET AT MAXWELL, 4 POLES SOUTH OF MILEPOLE KT0339'141, 49.2 FEET WEST OF THE WEST RAIL, 59 1/2 FEET EAST OF THE KT0339'CENTER LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF THE FOURTH KT0339'TELEPHONE POLE SOUTH OF THE MILEPOLE, 1.2 FEET SOUTH OF A WITNESS KT0339'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE KT0339'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE KT0339'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0136 *********************************************************************** KT0136 DESIGNATION - 906 USGS KT0136 PID - KT0136 KT0136 STATE/COUNTY- CA/GLENN KT0136 USGS QUAD - FRUTO (1973) KT0136 KT0136 *CURRENT SURVEY CONTROL KT0136 ___________________________________________________________________ KT0136* NAD 83(1986)- 39 35 48. (N) 122 29 29. (W) SCALED KT0136* NAVD 88 - 277.90 (+/-2cm) 911.7 (feet) VERTCON KT0136 ___________________________________________________________________ KT0136 GEOID HEIGHT- -29.06 (meters) GEOID03 KT0136 KT0136 VERT ORDER - SECOND CLASS 0 (See Below) KT0136 KT0136.The horizontal coordinates were scaled from a topographic map and have KT0136.an estimated accuracy of +/- 6 seconds. KT0136 KT0136.The NAVD 88 height was computed by applying the VERTCON shift value to KT0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0136.The vertical order pertains to the NGVD 29 superseded value. KT0136 KT0136.The geoid height was determined by GEOID03. KT0136 KT0136; North East Units Estimated Accuracy KT0136;SPC CA 2 - 714,360. 1,957,800. MT (+/- 180 meters Scaled) KT0136 KT0136 SUPERSEDED SURVEY CONTROL KT0136 KT0136 NGVD 29 (??/??/92) 277.06 (m) 909.0 (f) COMPUTED 2 0 KT0136 KT0136.Superseded values are not recommended for survey control. KT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0136.See file dsdata.txt to determine how the superseded data were derived. KT0136 KT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ436831(NAD 83) KT0136_MARKER: DD = SURVEY DISK KT0136_SETTING: 30 = TREE KT0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0136 KT0136 HISTORY - Date Condition Report By KT0136 HISTORY - UNK MONUMENTED USGS KT0136 HISTORY - 1935 GOOD NGS KT0136 HISTORY - 1967 MARK NOT FOUND NGS KT0136 KT0136 STATION DESCRIPTION KT0136 KT0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0136'2.5 MI NW FROM FRUTO. KT0136'2.5 MILES NORTHWEST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC KT0136'CO. RAILROAD STATION AT FRUTO, GLENN COUNTY, 25 FEET NORHTEAST OF KT0136'THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF THE EAST END OF AN KT0136'8-INCH CORRUGATED PIPE CULVERT, AT THE NORTH BASE OF A SMALL TWIN KT0136'OAK TREE, AND ABOUT 1 FOOT ABOVE THE GROUND. AN IRON SPIKE. KT0136 KT0136 STATION RECOVERY (1967) KT0136 KT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0136'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0850 *********************************************************************** KT0850 DESIGNATION - 936 USGS KT0850 PID - KT0850 KT0850 STATE/COUNTY- CA/GLENN KT0850 USGS QUAD - ELK CREEK (1968) KT0850 KT0850 *CURRENT SURVEY CONTROL KT0850 ___________________________________________________________________ KT0850* NAD 83(1986)- 39 32 51. (N) 122 32 21. (W) SCALED KT0850* NAVD 88 - 286.97 (+/-2cm) 941.5 (feet) VERTCON KT0850 ___________________________________________________________________ KT0850 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0850 KT0850 VERT ORDER - SECOND CLASS 0 (See Below) KT0850 KT0850.The horizontal coordinates were scaled from a topographic map and have KT0850.an estimated accuracy of +/- 6 seconds. KT0850 KT0850.The NAVD 88 height was computed by applying the VERTCON shift value to KT0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0850.The vertical order pertains to the NGVD 29 superseded value. KT0850 KT0850.The geoid height was determined by GEOID03. KT0850 KT0850; North East Units Estimated Accuracy KT0850;SPC CA 2 - 708,920. 1,953,660. MT (+/- 180 meters Scaled) KT0850 KT0850 SUPERSEDED SURVEY CONTROL KT0850 KT0850 NGVD 29 (??/??/92) 286.131 (m) 938.75 (f) ADJ UNCH 2 0 KT0850 KT0850.Superseded values are not recommended for survey control. KT0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0850.See file dsdata.txt to determine how the superseded data were derived. KT0850 KT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ395776(NAD 83) KT0850_MARKER: Q = CHISELED SQUARE KT0850_SETTING: 30 = CULVERT KT0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0850 KT0850 HISTORY - Date Condition Report By KT0850 HISTORY - UNK MONUMENTED USGS KT0850 HISTORY - 1935 GOOD NGS KT0850 KT0850 STATION DESCRIPTION KT0850 KT0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0850'4.1 MI S FROM ELK CREEK. KT0850'4.1 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0850'COUNTY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF KT0850'THE WEST HEADWALL. A CHISELED SQUARE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0334 *********************************************************************** KT0334 DESIGNATION - 95 B 2 USGS KT0334 PID - KT0334 KT0334 STATE/COUNTY- CA/COLUSA KT0334 USGS QUAD - MAXWELL (1994) KT0334 KT0334 *CURRENT SURVEY CONTROL KT0334 ___________________________________________________________________ KT0334* NAD 83(1986)- 39 20 58. (N) 122 11 30. (W) SCALED KT0334* NAVD 88 - 30.04 (+/-2cm) 98.6 (feet) VERTCON KT0334 ___________________________________________________________________ KT0334 GEOID HEIGHT- -29.41 (meters) GEOID03 KT0334 KT0334 VERT ORDER - FIRST CLASS II (See Below) KT0334 KT0334.The horizontal coordinates were scaled from a topographic map and have KT0334.an estimated accuracy of +/- 6 seconds. KT0334 KT0334.The NAVD 88 height was computed by applying the VERTCON shift value to KT0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0334.The vertical order pertains to the NGVD 29 superseded value. KT0334 KT0334.The geoid height was determined by GEOID03. KT0334 KT0334; North East Units Estimated Accuracy KT0334;SPC CA 2 - 686,820. 1,983,480. MT (+/- 180 meters Scaled) KT0334 KT0334 SUPERSEDED SURVEY CONTROL KT0334 KT0334 NGVD 29 (??/??/92) 29.297 (m) 96.12 (f) ADJ UNCH 1 2 KT0334 KT0334.Superseded values are not recommended for survey control. KT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0334.See file dsdata.txt to determine how the superseded data were derived. KT0334 KT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696558(NAD 83) KT0334_MARKER: C = CAP OF CAP-AND-BOLT PAIR KT0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0334_STAMPING: 95 B 2 1904 KT0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0334 KT0334 HISTORY - Date Condition Report By KT0334 HISTORY - 1904 MONUMENTED USGS KT0334 HISTORY - 1967 GOOD NGS KT0334 HISTORY - 20040415 MARK NOT FOUND CADT KT0334 KT0334 STATION DESCRIPTION KT0334 KT0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0334'5 MI N FROM MAXWELL. KT0334'5.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0334'THE CROSSING OF OAK STREET AT MAXWELL, AT THE CROSSING OF KT0334'DELEVAN ROAD, 46.3 FEET WEST OF THE WEST RAIL, 48 FEET SOUTH KT0334'OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER LINE KT0334'OF THE HIGHWAY, 29 FEET NORTHWEST OF THE FIRST TELEPHONE POLE KT0334'NORTH OF MILEPOLE 138, 2 1/2 FEET SOUTHEAST OF A GUY POLE WITH A KT0334'GUY WIRE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE KT0334'TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING KT0334'0.6 FOOT ABOVE THE GROUND. KT0334 KT0334 STATION RECOVERY (2004) KT0334 KT0334'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0334'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0174 *********************************************************************** KT0174 DESIGNATION - 95.47 SVIP KT0174 PID - KT0174 KT0174 STATE/COUNTY- CA/GLENN KT0174 USGS QUAD - GLENN (1969) KT0174 KT0174 *CURRENT SURVEY CONTROL KT0174 ___________________________________________________________________ KT0174* NAD 83(1986)- 39 31 17. (N) 122 03 55. (W) SCALED KT0174* NAVD 88 - 30.21 (+/-2cm) 99.1 (feet) VERTCON KT0174 ___________________________________________________________________ KT0174 GEOID HEIGHT- -28.55 (meters) GEOID03 KT0174 KT0174 VERT ORDER - FIRST CLASS II (See Below) KT0174 KT0174.The horizontal coordinates were scaled from a topographic map and have KT0174.an estimated accuracy of +/- 6 seconds. KT0174 KT0174.The NAVD 88 height was computed by applying the VERTCON shift value to KT0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0174.The vertical order pertains to the NGVD 29 superseded value. KT0174 KT0174.The geoid height was determined by GEOID03. KT0174 KT0174; North East Units Estimated Accuracy KT0174;SPC CA 2 - 705,890. 1,994,390. MT (+/- 180 meters Scaled) KT0174 KT0174 SUPERSEDED SURVEY CONTROL KT0174 KT0174 NGVD 29 (??/??/92) 29.474 (m) 96.70 (f) ADJ UNCH 1 2 KT0174 KT0174.Superseded values are not recommended for survey control. KT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0174.See file dsdata.txt to determine how the superseded data were derived. KT0174 KT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ803750(NAD 83) KT0174_MARKER: DD = SURVEY DISK KT0174_SETTING: 30 = CULVERT KT0174_STAMPING: 95.47 KT0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0174 KT0174 HISTORY - Date Condition Report By KT0174 HISTORY - UNK MONUMENTED SVIP KT0174 HISTORY - 1949 GOOD NGS KT0174 KT0174 STATION DESCRIPTION KT0174 KT0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0174'2.6 MI W FROM GLENN. KT0174'2.6 MILES WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0174'SCHOOL AT GLENN, AT THE INTERSECTION OF A COUNTY GRAVEL ROAD, KT0174'ABOUT 40 YARDS WEST OF THE WEST END OF BRIDGE 11-15 OVER AN KT0174'IRRIGATION CANAL, AT CONCRETE CULVERT 362+92, IN THE TOP OF KT0174'THE APPROXIMATE CENTER OF THE NORTHWEST HEAD WALL, 21 1/2 FEET KT0174'WEST OF THE CENTER LINE OF THE ROAD, 18.5 FEET NORTH OF THE KT0174'CENTER LINE OF THE HIGHWAY, ABOUT 0.5 FOOT LOWER THAN THE KT0174'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0126 *********************************************************************** KT0126 DESIGNATION - A 1079 KT0126 PID - KT0126 KT0126 STATE/COUNTY- CA/GLENN KT0126 USGS QUAD - FRUTO (1973) KT0126 KT0126 *CURRENT SURVEY CONTROL KT0126 ___________________________________________________________________ KT0126* NAD 83(1986)- 39 35 08. (N) 122 24 17. (W) SCALED KT0126* NAVD 88 - 151.06 (+/-2cm) 495.6 (feet) VERTCON KT0126 ___________________________________________________________________ KT0126 GEOID HEIGHT- -29.14 (meters) GEOID03 KT0126 KT0126 VERT ORDER - FIRST CLASS II (See Below) KT0126 KT0126.The horizontal coordinates were scaled from a topographic map and have KT0126.an estimated accuracy of +/- 6 seconds. KT0126 KT0126.The NAVD 88 height was computed by applying the VERTCON shift value to KT0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0126.The vertical order pertains to the NGVD 29 superseded value. KT0126 KT0126.The geoid height was determined by GEOID03. KT0126 KT0126; North East Units Estimated Accuracy KT0126;SPC CA 2 - 713,090. 1,965,230. MT (+/- 180 meters Scaled) KT0126 KT0126 SUPERSEDED SURVEY CONTROL KT0126 KT0126 NGVD 29 (??/??/92) 150.259 (m) 492.97 (f) ADJ UNCH 1 2 KT0126 KT0126.Superseded values are not recommended for survey control. KT0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0126.See file dsdata.txt to determine how the superseded data were derived. KT0126 KT0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ511819(NAD 83) KT0126_MARKER: DB = BENCH MARK DISK KT0126_SETTING: 66 = SET IN ROCK OUTCROP KT0126_STAMPING: A 1079 1967 KT0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0126+STABILITY: POSITION/ELEVATION WELL KT0126 KT0126 HISTORY - Date Condition Report By KT0126 HISTORY - 1967 MONUMENTED CGS KT0126 KT0126 STATION DESCRIPTION KT0126 KT0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0126'8.9 MI E FROM ELK CREEK. KT0126'8.9 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE AT KT0126'ELK CREEK, IN THE TOP OF A SANDSTONE OUTCROP WHICH PROJECTS ABOUT KT0126'1/2 FOOT, 95 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 152 KT0126'FEET WEST-NORTHWEST OF A T FENCE JUNCTION AND THE WEST END OF A KT0126'STEEL GATE, 56.2 FEET NORTH OF A FENCE, 56.3 FEET NORTH OF A KT0126'WITNESS POST, AND ABOUT 6 1/2 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1934 *********************************************************************** KS1934 DESIGNATION - A 1434 KS1934 PID - KS1934 KS1934 STATE/COUNTY- CA/BUTTE KS1934 USGS QUAD - CHICO (1978) KS1934 KS1934 *CURRENT SURVEY CONTROL KS1934 ___________________________________________________________________ KS1934* NAD 83(1986)- 39 43 34. (N) 121 48 33. (W) SCALED KS1934* NAVD 88 - 69.524 (meters) 228.10 (feet) ADJUSTED KS1934 ___________________________________________________________________ KS1934 GEOID HEIGHT- -27.37 (meters) GEOID03 KS1934 DYNAMIC HT - 69.489 (meters) 227.98 (feet) COMP KS1934 MODELED GRAV- 980,120.6 (mgal) NAVD 88 KS1934 KS1934 VERT ORDER - FIRST CLASS II KS1934 KS1934.The horizontal coordinates were scaled from a topographic map and have KS1934.an estimated accuracy of +/- 6 seconds. KS1934 KS1934.The orthometric height was determined by differential leveling KS1934.and adjusted by the National Geodetic Survey in June 1991. KS1934 KS1934.The geoid height was determined by GEOID03. KS1934 KS1934.The dynamic height is computed by dividing the NAVD 88 KS1934.geopotential number by the normal gravity value computed on the KS1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1934.degrees latitude (g = 980.6199 gals.). KS1934 KS1934.The modeled gravity was interpolated from observed gravity values. KS1934 KS1934; North East Units Estimated Accuracy KS1934;SPC CA 2 - 728,630. 2,016,360. MT (+/- 180 meters Scaled) KS1934 KS1934 SUPERSEDED SURVEY CONTROL KS1934 KS1934.No superseded survey control is available for this station. KS1934 KS1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ020980(NAD 83) KS1934_MARKER: DV = VERTICAL CONTROL DISK KS1934_SETTING: 38 = PIER KS1934_STAMPING: A 1434 1988 KS1934_MARK LOGO: NGS KS1934_MAGNETIC: N = NO MAGNETIC MATERIAL KS1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1934+STABILITY: POSITION/ELEVATION WELL KS1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1934+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1934 KS1934 HISTORY - Date Condition Report By KS1934 HISTORY - 1988 MONUMENTED NGS KS1934 HISTORY - 20040324 GOOD CADT KS1934 KS1934 STATION DESCRIPTION KS1934 KS1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1934'2.9 KM (1.80 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1934'JUNCTION OF 1ST AVENUE IN CHICO, SET VERTICALLY IN THE NORTHWEST FACE KS1934'OF THE MOST NORTHWESTERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF 20TH KS1934'STREET OVERPASS OF THE HIGHWAY, 10.9 M (35.8 FT) NORTHEAST OF THE KS1934'SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) SOUTHWEST OF THE KS1934'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.4 M (4.6 FT) KS1934'ABOVE THE GROUND SURFACE. KS1934 KS1934 STATION RECOVERY (2004) KS1934 KS1934'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1934'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1958 *********************************************************************** KS1958 DESIGNATION - A 1435 KS1958 PID - KS1958 KS1958 STATE/COUNTY- CA/BUTTE KS1958 USGS QUAD - BIGGS (1970) KS1958 KS1958 *CURRENT SURVEY CONTROL KS1958 ___________________________________________________________________ KS1958* NAD 83(1986)- 39 23 39. (N) 121 41 18. (W) SCALED KS1958* NAVD 88 - 28.604 (meters) 93.84 (feet) ADJUSTED KS1958 ___________________________________________________________________ KS1958 GEOID HEIGHT- -28.36 (meters) GEOID03 KS1958 DYNAMIC HT - 28.589 (meters) 93.80 (feet) COMP KS1958 MODELED GRAV- 980,079.4 (mgal) NAVD 88 KS1958 KS1958 VERT ORDER - FIRST CLASS II KS1958 KS1958.The horizontal coordinates were scaled from a topographic map and have KS1958.an estimated accuracy of +/- 6 seconds. KS1958 KS1958.The orthometric height was determined by differential leveling KS1958.and adjusted by the National Geodetic Survey in June 1991. KS1958 KS1958.The geoid height was determined by GEOID03. KS1958 KS1958.The dynamic height is computed by dividing the NAVD 88 KS1958.geopotential number by the normal gravity value computed on the KS1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1958.degrees latitude (g = 980.6199 gals.). KS1958 KS1958.The modeled gravity was interpolated from observed gravity values. KS1958 KS1958; North East Units Estimated Accuracy KS1958;SPC CA 2 - 691,810. 2,026,850. MT (+/- 180 meters Scaled) KS1958 KS1958 SUPERSEDED SURVEY CONTROL KS1958 KS1958.No superseded survey control is available for this station. KS1958 KS1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ129613(NAD 83) KS1958_MARKER: I = METAL ROD KS1958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1958_STAMPING: A 1435 1988 KS1958_MARK LOGO: NGS KS1958_PROJECTION: FLUSH KS1958_MAGNETIC: I = MARKER IS A STEEL ROD KS1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1958+STABILITY: POSITION/ELEVATION WELL KS1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1958+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1958_ROD/PIPE-DEPTH: 4.4 meters KS1958 KS1958 HISTORY - Date Condition Report By KS1958 HISTORY - 1988 MONUMENTED NGS KS1958 KS1958 STATION DESCRIPTION KS1958 KS1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1958'2.2 KM (1.35 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1958'THE JUNCTION OF B STREET IN BIGGS, THENCE 1.5 KM (0.95 MI) EASTERLY KS1958'ALONG PRYDE AVENUE, OR 0.6 KM (0.35 MI) EASTERLY ALONG HAZEL STREET KS1958'FROM THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN GRIDLEY, THENCE KS1958'3.2 KM (2.00 MI) NORTHERLY ALONG STATE HIGHWAY 99, 28.4 M (93.2 FT) KS1958'WEST OF THE CENTER OF THE HIGHWAY, 9.2 M (30.2 FT) SOUTH OF THE CENTER KS1958'OF THE AVENUE, 8.1 M (26.6 FT) SOUTHEAST OF A FENCE CORNER, 2.8 M KS1958'(9.2 FT) NORTHWEST OF A FENCE CORNER, 0.8 M (2.6 FT) BELOW THE LEVEL KS1958'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE. KS1958'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0892 *********************************************************************** KS0892 DESIGNATION - A 18 KS0892 PID - KS0892 KS0892 STATE/COUNTY- CA/BUTTE KS0892 USGS QUAD - BIGGS (1970) KS0892 KS0892 *CURRENT SURVEY CONTROL KS0892 ___________________________________________________________________ KS0892* NAD 83(1986)- 39 26 10. (N) 121 43 17. (W) SCALED KS0892* NAVD 88 - 30.036 (meters) 98.54 (feet) ADJUSTED KS0892 ___________________________________________________________________ KS0892 GEOID HEIGHT- -28.23 (meters) GEOID03 KS0892 DYNAMIC HT - 30.020 (meters) 98.49 (feet) COMP KS0892 MODELED GRAV- 980,090.4 (mgal) NAVD 88 KS0892 KS0892 VERT ORDER - FIRST CLASS II KS0892 KS0892.The horizontal coordinates were scaled from a topographic map and have KS0892.an estimated accuracy of +/- 6 seconds. KS0892 KS0892.The orthometric height was determined by differential leveling KS0892.and adjusted by the National Geodetic Survey in June 1991. KS0892 KS0892.The geoid height was determined by GEOID03. KS0892 KS0892.The dynamic height is computed by dividing the NAVD 88 KS0892.geopotential number by the normal gravity value computed on the KS0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0892.degrees latitude (g = 980.6199 gals.). KS0892 KS0892.The modeled gravity was interpolated from observed gravity values. KS0892 KS0892; North East Units Estimated Accuracy KS0892;SPC CA 2 - 696,460. 2,023,990. MT (+/- 180 meters Scaled) KS0892 KS0892 SUPERSEDED SURVEY CONTROL KS0892 KS0892 NGVD 29 (??/??/??) 29.329 (m) 96.22 (f) ADJUSTED 1 2 KS0892 KS0892.Superseded values are not recommended for survey control. KS0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0892.See file dsdata.txt to determine how the superseded data were derived. KS0892 KS0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ100659(NAD 83) KS0892_MARKER: DB = BENCH MARK DISK KS0892_SETTING: 32 = HEADWALL KS0892_STAMPING: A 18 1919 96.185 FEET KS0892_MARK LOGO: CGS KS0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0892+STABILITY: SURFACE MOTION KS0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0892+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0892 KS0892 HISTORY - Date Condition Report By KS0892 HISTORY - 1919 MONUMENTED CGS KS0892 HISTORY - 1949 GOOD NGS KS0892 HISTORY - 1973 POOR NGS KS0892 HISTORY - 1987 GOOD USPSQD KS0892 HISTORY - 19880804 GOOD NGS KS0892 HISTORY - 20040324 GOOD CADT KS0892 KS0892 STATION DESCRIPTION KS0892 KS0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0892'1.5 MI N FROM BIGGS. KS0892'1-1/2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0892'THE STATION AT BIGGS, AT CONCRETE CULVERT 163 A OVER AN IRRIGATION KS0892'CANAL, IN THE TOP FACE OF THE WEST HEADWALL, 25 FEET WEST OF THE KS0892'TRACK, AND 2 FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED KS0892'A 18 96.185 1919. KS0892 KS0892 STATION RECOVERY (1973) KS0892 KS0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 KS0892'MARK RECOVERED IN POOR CONDITION. KS0892 KS0892 STATION RECOVERY (1987) KS0892 KS0892'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0892'RECOVERED IN GOOD CONDITION. KS0892 KS0892 STATION RECOVERY (1988) KS0892 KS0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0892'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 2.7 KM KS0892'(1.70 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0892'JUNCTION OF B STREET IN BIGGS. ADD--0.5 M (1.6 FT) NORTH OF THE SOUTH KS0892'END OF THE HEADWALL. NOTE--THE DISK IS STAMPED AS ABOVE. KS0892 KS0892 STATION RECOVERY (2004) KS0892 KS0892'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0892'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0355 *********************************************************************** KT0355 DESIGNATION - A 200 KT0355 PID - KT0355 KT0355 STATE/COUNTY- CA/GLENN KT0355 USGS QUAD - LOGANDALE (1973) KT0355 KT0355 *CURRENT SURVEY CONTROL KT0355 ___________________________________________________________________ KT0355* NAD 83(1986)- 39 28 02. (N) 122 11 33. (W) SCALED KT0355* NAVD 88 - 33.45 (+/-2cm) 109.7 (feet) VERTCON KT0355 ___________________________________________________________________ KT0355 GEOID HEIGHT- -29.07 (meters) GEOID03 KT0355 KT0355 VERT ORDER - FIRST CLASS II (See Below) KT0355 KT0355.The horizontal coordinates were scaled from a topographic map and have KT0355.an estimated accuracy of +/- 6 seconds. KT0355 KT0355.The NAVD 88 height was computed by applying the VERTCON shift value to KT0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0355.The vertical order pertains to the NGVD 29 superseded value. KT0355 KT0355.The geoid height was determined by GEOID03. KT0355 KT0355; North East Units Estimated Accuracy KT0355;SPC CA 2 - 699,890. 1,983,440. MT (+/- 180 meters Scaled) KT0355 KT0355 SUPERSEDED SURVEY CONTROL KT0355 KT0355 NGVD 29 (??/??/92) 32.707 (m) 107.31 (f) ADJ UNCH 1 2 KT0355 KT0355.Superseded values are not recommended for survey control. KT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0355.See file dsdata.txt to determine how the superseded data were derived. KT0355 KT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694689(NAD 83) KT0355_MARKER: DB = BENCH MARK DISK KT0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0355_STAMPING: A 200 1935 KT0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0355+STABILITY: SURFACE MOTION KT0355 KT0355 HISTORY - Date Condition Report By KT0355 HISTORY - 1935 MONUMENTED CGS KT0355 HISTORY - 1967 GOOD NGS KT0355 KT0355 STATION DESCRIPTION KT0355 KT0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0355'3.8 MI S FROM WILLOWS. KT0355'3.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0355'FROM THE STATION AT WILLOWS, 0.1 MILE NORTH OF MILEPOST 146, KT0355'AT THE CROSSING OF ROAD 60, 35.5 FEET WEST OF THE WEST RAIL, KT0355'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,. 9 FEET WEST OF KT0355'A TELEPHONE POLE BEARING A METAL BOX, 2 1/2 FEET EAST OF THE KT0355'THIRD POLE NORTH OF THE MILEPOLE, 1.4 FEET NORTH OF A KT0355'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE KT0355'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0735 *********************************************************************** KT0735 DESIGNATION - A 226 KT0735 PID - KT0735 KT0735 STATE/COUNTY- CA/GLENN KT0735 USGS QUAD - ELK CREEK (1968) KT0735 KT0735 *CURRENT SURVEY CONTROL KT0735 ___________________________________________________________________ KT0735* NAD 83(1986)- 39 36 27. (N) 122 30 28. (W) SCALED KT0735* NAVD 88 - 299.25 (+/-2cm) 981.8 (feet) VERTCON KT0735 ___________________________________________________________________ KT0735 GEOID HEIGHT- -29.02 (meters) GEOID03 KT0735 KT0735 VERT ORDER - FIRST CLASS II (See Below) KT0735 KT0735.The horizontal coordinates were scaled from a topographic map and have KT0735.an estimated accuracy of +/- 6 seconds. KT0735 KT0735.The NAVD 88 height was computed by applying the VERTCON shift value to KT0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0735.The vertical order pertains to the NGVD 29 superseded value. KT0735 KT0735.The geoid height was determined by GEOID03. KT0735 KT0735; North East Units Estimated Accuracy KT0735;SPC CA 2 - 715,570. 1,956,390. MT (+/- 180 meters Scaled) KT0735 KT0735 SUPERSEDED SURVEY CONTROL KT0735 KT0735 NGVD 29 (??/??/92) 298.410 (m) 979.03 (f) ADJ UNCH 1 2 KT0735 KT0735.Superseded values are not recommended for survey control. KT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0735.See file dsdata.txt to determine how the superseded data were derived. KT0735 KT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ422843(NAD 83) KT0735_MARKER: DB = BENCH MARK DISK KT0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0735_STAMPING: A 226 1935 KT0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0735+STABILITY: SURFACE MOTION KT0735 KT0735 HISTORY - Date Condition Report By KT0735 HISTORY - 1935 MONUMENTED CGS KT0735 HISTORY - 1967 GOOD NGS KT0735 KT0735 STATION DESCRIPTION KT0735 KT0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0735'2.5 MI E FROM ELK CREEK. KT0735'2.5 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0735'AT ELK CREEK, ON A SMALL CUT BANK, 32 1/2 FEET WEST OF THE KT0735'CENTER LINE OF THE ROAD, 108 FEET SOUTH OF TELEPHONE POLE 547, KT0735'0.4 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, KT0735'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF KT0735'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0457 *********************************************************************** KT0457 DESIGNATION - A 277 KT0457 PID - KT0457 KT0457 STATE/COUNTY- CA/GLENN KT0457 USGS QUAD - RAIL CANYON (1989) KT0457 KT0457 *CURRENT SURVEY CONTROL KT0457 ___________________________________________________________________ KT0457* NAD 83(1986)- 39 28 24. (N) 122 24 34. (W) SCALED KT0457* NAVD 88 - 187.18 (+/-2cm) 614.1 (feet) VERTCON KT0457 ___________________________________________________________________ KT0457 GEOID HEIGHT- -29.21 (meters) GEOID03 KT0457 KT0457 VERT ORDER - SECOND CLASS 0 (See Below) KT0457 KT0457.The horizontal coordinates were scaled from a topographic map and have KT0457.an estimated accuracy of +/- 6 seconds. KT0457 KT0457.The NAVD 88 height was computed by applying the VERTCON shift value to KT0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0457.The vertical order pertains to the NGVD 29 superseded value. KT0457 KT0457.The geoid height was determined by GEOID03. KT0457 KT0457; North East Units Estimated Accuracy KT0457;SPC CA 2 - 700,630. 1,964,770. MT (+/- 180 meters Scaled) KT0457 KT0457 SUPERSEDED SURVEY CONTROL KT0457 KT0457 NGVD 29 (??/??/92) 186.372 (m) 611.46 (f) ADJ UNCH 2 0 KT0457 KT0457.Superseded values are not recommended for survey control. KT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0457.See file dsdata.txt to determine how the superseded data were derived. KT0457 KT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ507694(NAD 83) KT0457_MARKER: DB = BENCH MARK DISK KT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0457_STAMPING: A 277 1935 KT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0457+STABILITY: SURFACE MOTION KT0457 KT0457 HISTORY - Date Condition Report By KT0457 HISTORY - 1935 MONUMENTED CGS KT0457 HISTORY - 19860901 MARK NOT FOUND USGS KT0457 KT0457 STATION DESCRIPTION KT0457 KT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0457'14.6 MI NE FROM STONYFORD. KT0457'IN GLENN COUNTY, 14.6 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0457'FROM STONYFORD, COLUSA COUNTY, 4.7 MILES SOUTHWEST OF GARNETT KT0457'RANCH, 78 FEET EAST OF THE T-JUNCTION OF TWO FENCES, 31 FEET KT0457'NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET WEST OF THE CENTER KT0457'OF A WOODEN GATE, AND 1.5 FEET SOUTH OF A FENCE. A STANDARD KT0457'DISK, STAMPED A 277 1935 AND SET IN THE TOP OF A CONCRETE POST. KT0457 KT0457 STATION RECOVERY (1986) KT0457 KT0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (LK) KT0457'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0228 *********************************************************************** KT0228 DESIGNATION - A 381 KT0228 PID - KT0228 KT0228 STATE/COUNTY- CA/GLENN KT0228 USGS QUAD - BLACK BUTTE DAM (1973) KT0228 KT0228 *CURRENT SURVEY CONTROL KT0228 ___________________________________________________________________ KT0228* NAD 83(1986)- 39 46 44. (N) 122 21 34. (W) SCALED KT0228* NAVD 88 - 132.11 (+/-2cm) 433.4 (feet) VERTCON KT0228 ___________________________________________________________________ KT0228 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0228 KT0228 VERT ORDER - SECOND CLASS 0 (See Below) KT0228 KT0228.The horizontal coordinates were scaled from a topographic map and have KT0228.an estimated accuracy of +/- 6 seconds. KT0228 KT0228.The NAVD 88 height was computed by applying the VERTCON shift value to KT0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0228.The vertical order pertains to the NGVD 29 superseded value. KT0228 KT0228.The geoid height was determined by GEOID03. KT0228 KT0228; North East Units Estimated Accuracy KT0228;SPC CA 2 - 734,540. 1,969,210. MT (+/- 180 meters Scaled) KT0228 KT0228 SUPERSEDED SURVEY CONTROL KT0228 KT0228 NGVD 29 (??/??/92) 131.316 (m) 430.83 (f) ADJ UNCH 2 0 KT0228 KT0228.Superseded values are not recommended for survey control. KT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0228.See file dsdata.txt to determine how the superseded data were derived. KT0228 KT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK548034(NAD 83) KT0228_MARKER: DB = BENCH MARK DISK KT0228_SETTING: 36 = BRIDGE KT0228_STAMPING: A 381 1949 KT0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0228 KT0228 HISTORY - Date Condition Report By KT0228 HISTORY - 1949 MONUMENTED CGS KT0228 HISTORY - 1966 MARK NOT FOUND USGS KT0228 KT0228 STATION DESCRIPTION KT0228 KT0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0228'10.5 MI NW FROM ORLAND. KT0228'10.5 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0228'PACIFIC CO. RAILROAD STATION AT ORLAND, AT THE EAST END OF A LONG KT0228'BRIDGE OVER STONY CREEK, IN THE TOP OF THE LOWER SHELF OF THE KT0228'NORTH END OF THE EAST CONCRETE ABUTMENT, 12 1/2 FEET WEST OF KT0228'TELEPHONE POLE 36, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, KT0228'AND ABOUT 2 FEET LOWER THAN THE ROAD. KT0228 KT0228 STATION RECOVERY (1966) KT0228 KT0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0228'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0094 *********************************************************************** KT0094 DESIGNATION - A 627 KT0094 PID - KT0094 KT0094 STATE/COUNTY- CA/TEHAMA KT0094 USGS QUAD - BLACK BUTTE DAM (1973) KT0094 KT0094 *CURRENT SURVEY CONTROL KT0094 ___________________________________________________________________ KT0094* NAD 83(1986)- 39 49 08. (N) 122 22 01. (W) SCALED KT0094* NAVD 88 - 149.22 (+/-2cm) 489.6 (feet) VERTCON KT0094 ___________________________________________________________________ KT0094 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0094 KT0094 VERT ORDER - SECOND CLASS 0 (See Below) KT0094 KT0094.The horizontal coordinates were scaled from a topographic map and have KT0094.an estimated accuracy of +/- 6 seconds. KT0094 KT0094.The NAVD 88 height was computed by applying the VERTCON shift value to KT0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0094.The vertical order pertains to the NGVD 29 superseded value. KT0094 KT0094.The geoid height was determined by GEOID03. KT0094 KT0094; North East Units Estimated Accuracy KT0094;SPC CA 1 - 553,980. 1,968,580. MT (+/- 180 meters Scaled) KT0094 KT0094 SUPERSEDED SURVEY CONTROL KT0094 KT0094 NGVD 29 (??/??/92) 148.422 (m) 486.95 (f) ADJ UNCH 2 0 KT0094 KT0094.Superseded values are not recommended for survey control. KT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0094.See file dsdata.txt to determine how the superseded data were derived. KT0094 KT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK541078(NAD 83) KT0094_MARKER: DB = BENCH MARK DISK KT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0094_STAMPING: A 627 1942 KT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0094+STABILITY: SURFACE MOTION KT0094 KT0094 HISTORY - Date Condition Report By KT0094 HISTORY - 1942 MONUMENTED CGS KT0094 KT0094 STATION DESCRIPTION KT0094 KT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0094'14 MI S FROM HENLEYVILLE. KT0094'14 MILES SOUTH ALONG A ROAD AND A TRAIL FROM HENLEYVILLE, TEHAMA KT0094'COUNTY, 100 FEET SOUTH OF A FENCE CORNER, 10 FEET WEST OF THE KT0094'CENTERLINE OF THE ROAD, 2 FEET EAST OF THE FENCE LINE, AND NEAR KT0094'A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED A 627 1942 KT0094'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0100 *********************************************************************** KT0100 DESIGNATION - A 643 KT0100 PID - KT0100 KT0100 STATE/COUNTY- CA/GLENN KT0100 USGS QUAD - SEHORN CREEK (1973) KT0100 KT0100 *CURRENT SURVEY CONTROL KT0100 ___________________________________________________________________ KT0100* NAD 83(1986)- 39 45 34. (N) 122 23 07. (W) SCALED KT0100* NAVD 88 - 142.51 (+/-2cm) 467.6 (feet) VERTCON KT0100 ___________________________________________________________________ KT0100 GEOID HEIGHT- -29.00 (meters) GEOID03 KT0100 KT0100 VERT ORDER - SECOND CLASS 0 (See Below) KT0100 KT0100.The horizontal coordinates were scaled from a topographic map and have KT0100.an estimated accuracy of +/- 6 seconds. KT0100 KT0100.The NAVD 88 height was computed by applying the VERTCON shift value to KT0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0100.The vertical order pertains to the NGVD 29 superseded value. KT0100 KT0100.The geoid height was determined by GEOID03. KT0100 KT0100; North East Units Estimated Accuracy KT0100;SPC CA 2 - 732,390. 1,966,990. MT (+/- 180 meters Scaled) KT0100 KT0100 SUPERSEDED SURVEY CONTROL KT0100 KT0100 NGVD 29 (??/??/92) 141.703 (m) 464.90 (f) ADJ UNCH 2 0 KT0100 KT0100.Superseded values are not recommended for survey control. KT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0100.See file dsdata.txt to determine how the superseded data were derived. KT0100 KT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK526012(NAD 83) KT0100_MARKER: DB = BENCH MARK DISK KT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0100_STAMPING: A 643 1942 KT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0100+STABILITY: SURFACE MOTION KT0100 KT0100 HISTORY - Date Condition Report By KT0100 HISTORY - 1942 MONUMENTED CGS KT0100 HISTORY - 1966 MARK NOT FOUND USGS KT0100 KT0100 STATION DESCRIPTION KT0100 KT0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0100'16.3 MI NE FROM ELK CREEK. KT0100'16.3 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0100'GLENN COUNTY, 60 FEET SOUTH OF A SMALL CREEK, 15 FEET EAST OF THE KT0100'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, AND NEAR KT0100'A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED A 643 1942 KT0100'AND SET IN THE TOP OF A CONCRETE POST. KT0100 KT0100 STATION RECOVERY (1966) KT0100 KT0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0100'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1109 *********************************************************************** KS1109 DESIGNATION - A 743 KS1109 PID - KS1109 KS1109 STATE/COUNTY- CA/BUTTE KS1109 USGS QUAD - RICHARDSON SPRINGS (1969) KS1109 KS1109 *CURRENT SURVEY CONTROL KS1109 ___________________________________________________________________ KS1109* NAD 83(1986)- 39 48 03. (N) 121 50 56. (W) SCALED KS1109* NAVD 88 - 78.201 (meters) 256.56 (feet) ADJUSTED KS1109 ___________________________________________________________________ KS1109 GEOID HEIGHT- -27.33 (meters) GEOID03 KS1109 DYNAMIC HT - 78.161 (meters) 256.43 (feet) COMP KS1109 MODELED GRAV- 980,114.1 (mgal) NAVD 88 KS1109 KS1109 VERT ORDER - FIRST CLASS II KS1109 KS1109.This mark is at Chico Municipal Airport (CIC) KS1109 KS1109.The horizontal coordinates were scaled from a topographic map and have KS1109.an estimated accuracy of +/- 6 seconds. KS1109 KS1109.The orthometric height was determined by differential leveling KS1109.and adjusted by the National Geodetic Survey in June 1991. KS1109 KS1109.The geoid height was determined by GEOID03. KS1109 KS1109.The dynamic height is computed by dividing the NAVD 88 KS1109.geopotential number by the normal gravity value computed on the KS1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1109.degrees latitude (g = 980.6199 gals.). KS1109 KS1109.The modeled gravity was interpolated from observed gravity values. KS1109 KS1109; North East Units Estimated Accuracy KS1109;SPC CA 2 - 736,920. 2,012,940. MT (+/- 180 meters Scaled) KS1109 KS1109 SUPERSEDED SURVEY CONTROL KS1109 KS1109 NGVD 29 (??/??/??) 77.490 (m) 254.23 (f) ADJUSTED 1 2 KS1109 KS1109.Superseded values are not recommended for survey control. KS1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1109.See file dsdata.txt to determine how the superseded data were derived. KS1109 KS1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK985062(NAD 83) KS1109_MARKER: DB = BENCH MARK DISK KS1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1109_STAMPING: A 743 1944 KS1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1109+STABILITY: SURFACE MOTION KS1109 KS1109 HISTORY - Date Condition Report By KS1109 HISTORY - 1944 MONUMENTED CGS KS1109 HISTORY - 1961 GOOD NGS KS1109 HISTORY - 1975 MARK NOT FOUND NGS KS1109 HISTORY - 1987 MARK NOT FOUND USPSQD KS1109 HISTORY - 19880718 MARK NOT FOUND NGS KS1109 KS1109 STATION DESCRIPTION KS1109 KS1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 KS1109'AT CHICO MUNICIPAL AIRPORT. KS1109'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT THE MAIN (FOURTH KS1109'STREET) ENTRANCE, 48 FEET SOUTH OF FOURTH STREET CENTER LINE, 56 KS1109'FEET WEST OF CENTER LINE OF COHASSET ROAD, 54 FEET NORTH OF FENCE KS1109'AROUND TRANSFORMER SUB-STATION, 5 FEET SOUTHEAST OF SOUTHEAST KS1109'CORNER OF SMALL WOODEN SHELTER, AND 2.5 FEET WEST OF WHITE KS1109'WITNESS POST. A STANDARD DISK, STAMPED A 743 1944 AND SET IN THE KS1109'TOP OF A WHITE-PAINTED CONCRETE POST PROJECTING 0.4 FOOT ABOVE KS1109'GROUND. NOTE-- MARK 12 IN UNDERGROUND, ACCESS THROUGH MAN-HOLE. KS1109 KS1109 STATION RECOVERY (1975) KS1109 KS1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS1109'MARK NOT FOUND. KS1109 KS1109 STATION RECOVERY (1987) KS1109 KS1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB) KS1109'MARK NOT FOUND. KS1109 KS1109 STATION RECOVERY (1988) KS1109 KS1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1109'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION. A STEEL COVER WAS KS1109'FOUND AT THE DESCRIBED LOCATION WITH THE LETTERS SURVEY MONUMENT KS1109'ENSCRIBED ON IT. WAS UNABLE TO RAISE THE COVER AND THE MARK MAY STILL KS1109'BE IN PLACE UNDER THE COVER. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1147 *********************************************************************** KS1147 DESIGNATION - A 847 KS1147 PID - KS1147 KS1147 STATE/COUNTY- CA/BUTTE KS1147 USGS QUAD - CHICO (1978) KS1147 KS1147 *CURRENT SURVEY CONTROL KS1147 ___________________________________________________________________ KS1147* NAD 83(1986)- 39 37 41. (N) 121 47 21. (W) SCALED KS1147* NAVD 88 - 44.73 (+/-2cm) 146.8 (feet) VERTCON KS1147 ___________________________________________________________________ KS1147 GEOID HEIGHT- -27.58 (meters) GEOID03 KS1147 KS1147 VERT ORDER - FIRST CLASS II (See Below) KS1147 KS1147.The horizontal coordinates were scaled from a topographic map and have KS1147.an estimated accuracy of +/- 6 seconds. KS1147 KS1147.The NAVD 88 height was computed by applying the VERTCON shift value to KS1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1147.The vertical order pertains to the NGVD 29 superseded value. KS1147 KS1147.The geoid height was determined by GEOID03. KS1147 KS1147; North East Units Estimated Accuracy KS1147;SPC CA 2 - 717,750. 2,018,100. MT (+/- 180 meters Scaled) KS1147 KS1147 SUPERSEDED SURVEY CONTROL KS1147 KS1147 NGVD 29 (??/??/??) 44.025 (m) 144.44 (f) ADJUSTED 1 2 KS1147 KS1147.Superseded values are not recommended for survey control. KS1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1147.See file dsdata.txt to determine how the superseded data were derived. KS1147 KS1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ039871(NAD 83) KS1147_MARKER: DB = BENCH MARK DISK KS1147_SETTING: 30 = CULVERT KS1147_STAMPING: A 847 1948 KS1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1147 KS1147 HISTORY - Date Condition Report By KS1147 HISTORY - 1948 MONUMENTED CGS KS1147 HISTORY - 20040324 MARK NOT FOUND CADT KS1147 KS1147 STATION DESCRIPTION KS1147 KS1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1147'1.3 MI S FROM DURHAM. KS1147'1.3 MILES SOUTH ALONG THE SACRAMENTO NORTHERN CO. RAILROAD FROM KS1147'THE STATION AT DURHAM, AT A POINT WHERE A POWER LINE CROSSES THE KS1147'RAILROAD, AT THE SOUTHEAST END OF A CURVE IN THE RAILROAD, 60 1/2 KS1147'FEET SOUTHWEST OF A POWER POLE, 50.2 FEET SOUTHWEST OF THE KS1147'SOUTHWEST RAIL, 2.5 FEET SOUTHWEST OF A FENCE LINE, SET IN THE KS1147'TOP AND AT THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD KS1147'WALL OF A BOX CULVERT PROJECTING 1.5 FEET ABOVE THE GROUND. KS1147 KS1147 STATION RECOVERY (2004) KS1147 KS1147'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1147'AREA UNDER CULTIVATION 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0144 *********************************************************************** KT0144 DESIGNATION - A 852 KT0144 PID - KT0144 KT0144 STATE/COUNTY- CA/GLENN KT0144 USGS QUAD - WILLOWS (1969) KT0144 KT0144 *CURRENT SURVEY CONTROL KT0144 ___________________________________________________________________ KT0144* NAD 83(1986)- 39 35 50. (N) 122 15 00. (W) SCALED KT0144* NAVD 88 - 52.98 (+/-2cm) 173.8 (feet) VERTCON KT0144 ___________________________________________________________________ KT0144 GEOID HEIGHT- -28.91 (meters) GEOID03 KT0144 KT0144 VERT ORDER - FIRST CLASS II (See Below) KT0144 KT0144.The horizontal coordinates were scaled from a topographic map and have KT0144.an estimated accuracy of +/- 6 seconds. KT0144 KT0144.The NAVD 88 height was computed by applying the VERTCON shift value to KT0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0144.The vertical order pertains to the NGVD 29 superseded value. KT0144 KT0144.The geoid height was determined by GEOID03. KT0144 KT0144; North East Units Estimated Accuracy KT0144;SPC CA 2 - 714,340. 1,978,530. MT (+/- 180 meters Scaled) KT0144 KT0144 SUPERSEDED SURVEY CONTROL KT0144 KT0144 NGVD 29 (??/??/92) 52.228 (m) 171.35 (f) ADJ UNCH 1 2 KT0144 KT0144.Superseded values are not recommended for survey control. KT0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0144.See file dsdata.txt to determine how the superseded data were derived. KT0144 KT0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ643833(NAD 83) KT0144_MARKER: DB = BENCH MARK DISK KT0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0144_STAMPING: A 852 1949 KT0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0144+STABILITY: SURFACE MOTION KT0144 KT0144 HISTORY - Date Condition Report By KT0144 HISTORY - 1949 MONUMENTED CGS KT0144 KT0144 STATION DESCRIPTION KT0144 KT0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0144'7.7 MI NW FROM WILLOWS. KT0144'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0144'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0144'5 MILES NORTH ALONG COUNTY ROAD D, 90 FEET NORTH OF A DRIVEWAY KT0144'ENTRANCE TO A RANCH HOUSE, 30.5 FEET WEST OF THE CENTER LINE OF KT0144'THE ROAD, 8.5 FEET NORTH OF A POWER POLE, 3.2 FEET SOUTH OF A KT0144'WITNESS POST, 2 FEET EAST OF A FENCE LINE, AND SET IN THE TOP KT0144'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0983 *********************************************************************** KS0983 DESIGNATION - A 853 RESET 1975 KS0983 PID - KS0983 KS0983 STATE/COUNTY- CA/GLENN KS0983 USGS QUAD - BUTTE CITY (1973) KS0983 KS0983 *CURRENT SURVEY CONTROL KS0983 ___________________________________________________________________ KS0983* NAD 83(1986)- 39 27 51. (N) 121 56 56. (W) SCALED KS0983* NAVD 88 - 25.95 (+/-2cm) 85.1 (feet) VERTCON KS0983 ___________________________________________________________________ KS0983 GEOID HEIGHT- -28.43 (meters) GEOID03 KS0983 KS0983 VERT ORDER - THIRD (See Below) KS0983 KS0983.The horizontal coordinates were scaled from a topographic map and have KS0983.an estimated accuracy of +/- 6 seconds. KS0983 KS0983.The NAVD 88 height was computed by applying the VERTCON shift value to KS0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0983.The vertical order pertains to the NGVD 29 superseded value. KS0983 KS0983.The geoid height was determined by GEOID03. KS0983 KS0983; North East Units Estimated Accuracy KS0983;SPC CA 2 - 699,540. 2,004,400. MT (+/- 180 meters Scaled) KS0983 KS0983 SUPERSEDED SURVEY CONTROL KS0983 KS0983 NGVD 29 (??/??/??) 25.22 (m) 82.7 (f) RESET 3 KS0983 KS0983.Superseded values are not recommended for survey control. KS0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0983.See file dsdata.txt to determine how the superseded data were derived. KS0983 KS0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ904688(NAD 83) KS0983_MARKER: DD = SURVEY DISK KS0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0983_STAMPING: A 853 RESET 1975 KS0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0983+STABILITY: SURFACE MOTION KS0983 KS0983 HISTORY - Date Condition Report By KS0983 HISTORY - 1975 MONUMENTED CADH KS0983 KS0983 STATION DESCRIPTION KS0983 KS0983'DESCRIBED BY CA DIV OF HIGHWAYS 1975 KS0983'2.2 MI E FROM BUTTE CITY. KS0983'2.2 MILES EAST ALONG STATE HIGHWAY 162 (FORMERLY STATE HIGHWAY KS0983'45) FROM THE U.S. POST OFFICE AT BUTTE CITY, AT THE JUNCTION KS0983'OF A GRAVEL ROAD LEADING SOUTH INTO A FIELD, 67 FEET SOUTH OF THE KS0983'CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE KS0983'OF THE GRAVEL ROAD, 13.3 FEET NORTH OF A POWER LINE POLE, 1.5 KS0983'FEET EAST OF A STEEL WITNESS POST, ABOUT 1.7 FEET HIGHER THAN THE KS0983'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 KS0983'FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0992 *********************************************************************** KS0992 DESIGNATION - ADAMS KS0992 PID - KS0992 KS0992 STATE/COUNTY- CA/BUTTE KS0992 USGS QUAD - WEST OF BIGGS (1973) KS0992 KS0992 *CURRENT SURVEY CONTROL KS0992 ___________________________________________________________________ KS0992* NAD 83(1992)- 39 27 51.56977(N) 121 51 25.80913(W) ADJUSTED KS0992* NAVD 88 - 24.95 (+/-2cm) 81.9 (feet) VERTCON KS0992 ___________________________________________________________________ KS0992 EPOCH DATE - 1991.35 KS0992 LAPLACE CORR- 2.89 (seconds) DEFLEC99 KS0992 GEOID HEIGHT- -28.27 (meters) GEOID03 KS0992 KS0992 HORZ ORDER - SECOND KS0992 VERT ORDER - FIRST CLASS II (See Below) KS0992 KS0992.The horizontal coordinates were established by classical geodetic methods KS0992.and adjusted by the National Geodetic Survey in March 1994. KS0992.The horizontal coordinates are valid at the epoch date displayed above. KS0992.The epoch date for horizontal control is a decimal equivalence KS0992.of Year/Month/Day. KS0992 KS0992.The NAVD 88 height was computed by applying the VERTCON shift value to KS0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0992.The vertical order pertains to the NGVD 29 superseded value. KS0992 KS0992.The Laplace correction was computed from DEFLEC99 derived deflections. KS0992 KS0992.The geoid height was determined by GEOID03. KS0992 KS0992; North East Units Scale Factor Converg. KS0992;SPC CA 2 - 699,561.919 2,012,290.859 MT 0.99993657 +0 05 24.2 KS0992;SPC CA 2 - 2,295,146.06 6,601,990.93 sFT 0.99993657 +0 05 24.2 KS0992;UTM 10 - 4,368,928.505 598,310.945 MT 0.99971900 +0 43 35.2 KS0992 KS0992! - Elev Factor x Scale Factor = Combined Factor KS0992!SPC CA 2 - 1.00000052 x 0.99993657 = 0.99993709 KS0992!UTM 10 - 1.00000052 x 0.99971900 = 0.99971952 KS0992 KS0992: Primary Azimuth Mark Grid Az KS0992:SPC CA 2 - ADAMS AZ MK 182 54 54.4 KS0992:UTM 10 - ADAMS AZ MK 182 16 43.4 KS0992 KS0992|---------------------------------------------------------------------| KS0992| PID Reference Object Distance Geod. Az | KS0992| dddmmss.s | KS0992| KS1903 GORRELS GRAIN ELEVATOR APPROX.17.4 KM 0261845.0 | KS0992| KS0993 ADAMS RM 1 32.734 METERS 10314 | KS0992| KS1798 BIGGS MUNICIPAL TANK APPROX.13.6 KM 1144201.2 | KS0992| KS1795 GRIDLEY MUNICIPAL TANK APPROX.17.6 KM 1283833.4 | KS0992| DB6136 ADAMS AZ MK 1830018.6 | KS0992| DB8473 DATUM B 42.311 METERS 21040 | KS0992|---------------------------------------------------------------------| KS0992 KS0992 SUPERSEDED SURVEY CONTROL KS0992 KS0992 NAD 83(1986)- 39 27 51.55933(N) 121 51 25.80750(W) AD(1984.00) 2 KS0992 NAD 27 - 39 27 51.96900(N) 121 51 21.88200(W) AD( ) 2 KS0992 NGVD 29 (??/??/??) 24.230 (m) 79.49 (f) ADJUSTED 1 2 KS0992 KS0992.Superseded values are not recommended for survey control. KS0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0992.See file dsdata.txt to determine how the superseded data were derived. KS0992 KS0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9831168929(NAD 83) KS0992_MARKER: DS = TRIANGULATION STATION DISK KS0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0992_STAMPING: ADAMS 1939 KS0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0992+STABILITY: SURFACE MOTION KS0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0992+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0992 KS0992 HISTORY - Date Condition Report By KS0992 HISTORY - 1939 MONUMENTED CGS KS0992 HISTORY - 1949 GOOD NGS KS0992 HISTORY - 1978 POOR USGS KS0992 HISTORY - 20040324 GOOD CADT KS0992 KS0992 STATION DESCRIPTION KS0992 KS0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS0992'AT THE SOUTHWEST CORNER OF SEC. 27, T. 19 N., R. 1 E., AND KS0992'0.75 MILE EAST OF BUTTE CREEK, 9 MILES (AIRLINE) NORTHWEST KS0992'OF BIGGS, ON PROPERTY OF HARVEY C. ADAMS WHO LIVES IN CHICO. KS0992' KS0992'TO REACH FROM DEPOT IN RICHVALE, GO SOUTH ON U.S. HIGHWAY 99E, KS0992'0.15 MILE, CONTINUE STRAIGHT AHEAD SOUTH (HIGHWAY 99E TURNS LEFT) KS0992'2.0 MILES, TURN RIGHT (WEST) AT THE OLD CHEROKEE CANAL AND KS0992'GO 6.0 MILES TO CROSSROADS AND STATION IS NORTHEAST OF THE KS0992'INTERSECTION. KS0992' KS0992'SURFACE, UNDERGROUND, REFERENCE NO. 1 AND AZIMUTH MARKS ARE KS0992'STANDARD BRONZE DISKS. KS0992' KS0992'STATION IS 35 FEET NORTHEAST OF A LONE COTTONWOOD TREE, 89-1/2 KS0992'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST GRADED ROAD. KS0992'THE MARK IS SUNK INTO THE GROUND ABOUT ONE FOOT AND MAY REQUIRE KS0992'DIGGING TO RECOVER. KS0992' KS0992'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER LINE OF THE KS0992'NORTH-SOUTH GRADED ROAD JUST INSIDE THE NORTH-SOUTH FENCE KS0992'LINE. KS0992' KS0992'THE U.S. GEOLOGICAL SURVEY BENCH MARK USED AS REFERENCE MARK KS0992'NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED KS0992'IN THE TOP OF A 3-INCH SOIL PIPE PROJECTING ABOUT 8 INCHES KS0992'ABOVE GROUND. THE MARK IS STAMPED CAL. DATUM B, EL. 81 FT., KS0992'1909. KS0992' KS0992'A 4- BY 4-INCH WHITE POST SET AT REFERENCE MARK NO. 1. KS0992' KS0992'A 90-FOOT TOWER REQUIRED. KS0992 KS0992 STATION RECOVERY (1949) KS0992 KS0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 KS0992'7.2 MI E FROM BUTTE CITY. KS0992'7.2 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0992'BUTTE CITY, AT THE INTERSECTION OF A COUNTY GRAVELED ROAD, 146 KS0992'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED TIN BARN, 107 KS0992'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 91 FEET KS0992'NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 1/2 FEET NORTHEAST KS0992'OF A 24-INCH COTTONWOOD TREE, AND SET IN THE TOP OF A CONCRETE KS0992'POST ABOUT 1 FOOT UNDERGROUND. KS0992 KS0992 STATION RECOVERY (1978) KS0992 KS0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (EEM) KS0992'STATION MARK IS 89.5 FT N. OF CENTERLINE OF THE E-W PAVED RD., KS0992'108.2 FT E. OF CENTERLINE OF PAVED N-S RD., 6.3 FT SW. OF THE KS0992'SW. CORNER OF A MACHINERY SHED AND 1.5 FT BELOW THE SURFACE OF KS0992'THE GROUND. RM NO 1 ON THE N. BANK OF LARGE DRAINAGE DITCH. THE KS0992'MARK HAS BEEN DISTURBED AND LEANING TO THE SOUTH. RM NO 2 FOUND KS0992'IN GOOD CONDITION. THE NGS DESCRIPTION STATES THE MARK IS KS0992'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE. THIS IS INCORRECT, KS0992'THE MARK IS A BRASS CAP RIVETED ON THE TOP OF A 3-INCH STEEL KS0992'PIPE AND IS FLUSH WITH GROUND SURFACE. A SEARCH WAS MADE KS0992'FOR AZIMUTH MARK - IT IS PROBABLY DESTROYED BECAUSE ALL KS0992'OF THE AREA IS NOW UNDER CULTIVATION. KS0992 KS0992 STATION RECOVERY (2004) KS0992 KS0992'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0992'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0993 *********************************************************************** KS0993 DESIGNATION - ADAMS RM 1 KS0993 PID - KS0993 KS0993 STATE/COUNTY- CA/BUTTE KS0993 USGS QUAD - WEST OF BIGGS (1973) KS0993 KS0993 *CURRENT SURVEY CONTROL KS0993 ___________________________________________________________________ KS0993* NAD 83(1986)- 39 27 51. (N) 121 51 26. (W) SCALED KS0993* NAVD 88 - 25.38 (+/-2cm) 83.3 (feet) VERTCON KS0993 ___________________________________________________________________ KS0993 GEOID HEIGHT- -28.27 (meters) GEOID03 KS0993 KS0993 VERT ORDER - FIRST CLASS II (See Below) KS0993 KS0993.The horizontal coordinates were scaled from a topographic map and have KS0993.an estimated accuracy of +/- 6 seconds. KS0993 KS0993.The NAVD 88 height was computed by applying the VERTCON shift value to KS0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0993.The vertical order pertains to the NGVD 29 superseded value. KS0993 KS0993.The geoid height was determined by GEOID03. KS0993 KS0993; North East Units Estimated Accuracy KS0993;SPC CA 2 - 699,540. 2,012,290. MT (+/- 180 meters Scaled) KS0993 KS0993 SUPERSEDED SURVEY CONTROL KS0993 KS0993 NGVD 29 (??/??/??) 24.659 (m) 80.90 (f) ADJUSTED 1 2 KS0993 KS0993.Superseded values are not recommended for survey control. KS0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0993.See file dsdata.txt to determine how the superseded data were derived. KS0993 KS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ983689(NAD 83) KS0993_MARKER: DR = REFERENCE MARK DISK KS0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0993_STAMPING: ADAMS NO 1 1939 KS0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0993+STABILITY: SURFACE MOTION KS0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0993+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0993 KS0993 HISTORY - Date Condition Report By KS0993 HISTORY - 1939 MONUMENTED CGS KS0993 HISTORY - 20040324 GOOD CADT KS0993 KS0993 STATION DESCRIPTION KS0993 KS0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 KS0993'7.2 MI E FROM BUTTE CITY. KS0993'7.2 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE KS0993'AT BUTTE CITY, AT A CROSS ROAD, 180 FEET SOUTHEAST OF THE KS0993'SOUTHEAST CORNER OF A RED TIN BARN, 108 FEET EAST OF ADAMS KS0993'TRIANGULATION STATION, 66 FEET NORTH OF THE CENTERLINE OF THE KS0993'HIGHWAY, 10 FEET NORTH OF THE CENTERLINE OF AN IRRIGATION DITCH, KS0993'1.8 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A KS0993'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND. A STANDARD KS0993'REFERENCE MARK DISK STAMPED ADAMS NO 1 1939. KS0993 KS0993 STATION RECOVERY (2004) KS0993 KS0993'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0993'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS2028 *********************************************************************** KS2028 DESIGNATION - AP STA A2 CIC KS2028 PID - KS2028 KS2028 STATE/COUNTY- CA/BUTTE KS2028 USGS QUAD - RICHARDSON SPRINGS (1969) KS2028 KS2028 *CURRENT SURVEY CONTROL KS2028 ___________________________________________________________________ KS2028* NAD 83(1992)- 39 48 13.12757(N) 121 51 48.94134(W) ADJUSTED KS2028* NAVD 88 - 73.34 (+/-2cm) 240.6 (feet) VERTCON KS2028 ___________________________________________________________________ KS2028 EPOCH DATE - 1991.35 KS2028 X - -2,590,255.860 (meters) COMP KS2028 Y - -4,167,319.877 (meters) COMP KS2028 Z - 4,061,289.945 (meters) COMP KS2028 LAPLACE CORR- 5.86 (seconds) DEFLEC99 KS2028 ELLIP HEIGHT- 45.92 (meters) (05/26/94) GPS OBS KS2028 GEOID HEIGHT- -27.37 (meters) GEOID03 KS2028 KS2028 HORZ ORDER - SECOND KS2028 VERT ORDER - THIRD ? (See Below) KS2028 ELLP ORDER - FIFTH CLASS I KS2028 KS2028.This mark is at Chico Municipal Airport (CIC) KS2028 KS2028.The horizontal coordinates were established by GPS observations KS2028.and adjusted by the National Geodetic Survey in May 1994. KS2028.The horizontal coordinates are valid at the epoch date displayed above. KS2028.The epoch date for horizontal control is a decimal equivalence KS2028.of Year/Month/Day. KS2028 KS2028.The NAVD 88 height was computed by applying the VERTCON shift value to KS2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS2028.The vertical order pertains to the NGVD 29 superseded value. KS2028 KS2028.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2028 KS2028.The Laplace correction was computed from DEFLEC99 derived deflections. KS2028 KS2028.The ellipsoidal height was determined by GPS observations KS2028.and is referenced to NAD 83. KS2028 KS2028.The geoid height was determined by GEOID03. KS2028 KS2028; North East Units Scale Factor Converg. KS2028;SPC CA 2 - 737,233.663 2,011,681.378 MT 0.99999336 +0 05 09.6 KS2028;SPC CA 2 - 2,418,740.78 6,599,991.32 sFT 0.99999336 +0 05 09.6 KS2028;UTM 10 - 4,406,581.909 597,281.642 MT 0.99971651 +0 43 39.1 KS2028 KS2028! - Elev Factor x Scale Factor = Combined Factor KS2028!SPC CA 2 - 0.99999280 x 0.99999336 = 0.99998616 KS2028!UTM 10 - 0.99999280 x 0.99971651 = 0.99970931 KS2028 KS2028 SUPERSEDED SURVEY CONTROL KS2028 KS2028 NGVD 29 (05/26/94) 72.63 (m) 238.3 (f) LEVELING 3 KS2028 KS2028.Superseded values are not recommended for survey control. KS2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2028.See file dsdata.txt to determine how the superseded data were derived. KS2028 KS2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9728206582(NAD 83) KS2028_MARKER: DT = TOPOGRAPHIC STATION DISK KS2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS2028_STAMPING: AP 1971 STA A2 CIC KS2028_MARK LOGO: CGS KS2028_MAGNETIC: O = OTHER; SEE DESCRIPTION KS2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2028+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1992 KS2028 KS2028 HISTORY - Date Condition Report By KS2028 HISTORY - 1971 MONUMENTED CGS KS2028 HISTORY - 19920503 GOOD KS2028 HISTORY - 19920615 GOOD NGS KS2028 KS2028 STATION DESCRIPTION KS2028 KS2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 KS2028'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE CHICO MUNICIPAL KS2028'AIRPORT NEAR RUNWAY END 13L. KS2028'STATION IS 175.9 FT (53.61 M) NORTHEAST OF THE CENTERLINE END OF THE KS2028'RUNWAY, 90.2 FT (27.49 M) NORTHEAST OF THE MOST NORTHEASTERLY KS2028'THRESHOLD LIGHT ON THE EAST SIDE OF THE RUNWAY, 90.6 FT (27.61 M) KS2028'NORTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF THE EDGE OF THE RUNWAY KS2028'AND 63.0 FT (19.20 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY LEADING KS2028'TO THE RUNWAY END. KS2028'A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN TOP OF A CONCRETE KS2028'MONUMENT WHICH PROJECTS 0.3 FT (0.09 M) ABOVE THE GROUND. KS2028 KS2028 STATION RECOVERY (1992) KS2028 KS2028'RECOVERED 1992 KS2028'RECOVERED IN GOOD CONDITION. KS2028 KS2028 STATION RECOVERY (1992) KS2028 KS2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS2028'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE CHICO MUNI KS2028'AIRPORT NEAR RUNWAY END 13L. THE STATION IS 175.9 FT (53.6 M) KS2028'NORTHEAST OF THE CL END OF THE RUNWAY, 90.2 FT (27.5 M) NORTHEAST OF KS2028'THE NORTHEASTERLY MOST THRESHOLD LIGHT ON THE EAST SIDE OF THE RUNWAY KS2028'END, 90.6 FT (27.6 M) NORTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF KS2028'THE RUNWAY, AND 63.0 FT (19.2 M) NORTH OF THE NORTH EDGE OF THE KS2028'TAXIWAY LEADING TO THE RUNWAY. THE STATION IS A STANDARD TOPOGRAPHIC KS2028'DISK STAMPED AP 1974 STA A2 CIC AND IS SET IN THE TOP OF A CONCRETE KS2028'MONUMENT THAT PROJECTS 0.3 FT (9.1 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 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(1986)- 39 36 42. (N) 122 31 43. (W) SCALED KT0737* NAVD 88 - 215.44 (+/-2cm) 706.8 (feet) VERTCON KT0737 ___________________________________________________________________ KT0737 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0737 KT0737 VERT ORDER - FIRST CLASS II (See Below) KT0737 KT0737.The horizontal coordinates were scaled from a topographic map and have KT0737.an estimated accuracy of +/- 6 seconds. KT0737 KT0737.The NAVD 88 height was computed by applying the VERTCON shift value to KT0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0737.The vertical order pertains to the NGVD 29 superseded value. KT0737 KT0737.The geoid height was determined by GEOID03. KT0737 KT0737; North East Units Estimated Accuracy KT0737;SPC CA 2 - 716,040. 1,954,610. MT (+/- 180 meters Scaled) KT0737 KT0737 SUPERSEDED SURVEY CONTROL KT0737 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: 10SEJ404847(NAD 83) KT0737_MARKER: DB = BENCH MARK DISK KT0737_SETTING: 66 = SET IN ROCK OUTCROP KT0737_STAMPING: B 1079 1967 KT0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0737+STABILITY: POSITION/ELEVATION WELL KT0737 KT0737 HISTORY - Date Condition Report By KT0737 HISTORY - 1967 MONUMENTED CGS 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1935 *********************************************************************** KS1935 DESIGNATION - B 1434 KS1935 PID - KS1935 KS1935 STATE/COUNTY- CA/BUTTE KS1935 USGS QUAD - CHICO (1978) KS1935 KS1935 *CURRENT SURVEY CONTROL KS1935 ___________________________________________________________________ KS1935* NAD 83(1986)- 39 42 21. (N) 121 47 26. (W) SCALED KS1935* NAVD 88 - 67.463 (meters) 221.33 (feet) ADJUSTED KS1935 ___________________________________________________________________ KS1935 GEOID HEIGHT- -27.38 (meters) GEOID03 KS1935 DYNAMIC HT - 67.429 (meters) 221.22 (feet) COMP KS1935 MODELED GRAV- 980,117.8 (mgal) NAVD 88 KS1935 KS1935 VERT ORDER - FIRST CLASS II KS1935 KS1935.The horizontal coordinates were scaled from a topographic map and have KS1935.an estimated accuracy of +/- 6 seconds. KS1935 KS1935.The orthometric height was determined by differential leveling KS1935.and adjusted by the National Geodetic Survey in June 1991. KS1935 KS1935.The geoid height was determined by GEOID03. KS1935 KS1935.The dynamic height is computed by dividing the NAVD 88 KS1935.geopotential number by the normal gravity value computed on the KS1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1935.degrees latitude (g = 980.6199 gals.). KS1935 KS1935.The modeled gravity was interpolated from observed gravity values. KS1935 KS1935; North East Units Estimated Accuracy KS1935;SPC CA 2 - 726,390. 2,017,960. MT (+/- 180 meters Scaled) KS1935 KS1935 SUPERSEDED SURVEY CONTROL KS1935 KS1935.No superseded survey control is available for this station. KS1935 KS1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ036958(NAD 83) KS1935_MARKER: I = METAL ROD KS1935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1935_STAMPING: B 1434 1988 KS1935_MARK LOGO: NGS KS1935_PROJECTION: FLUSH KS1935_MAGNETIC: I = MARKER IS A STEEL ROD KS1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1935+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1935_ROD/PIPE-DEPTH: 4.9 meters KS1935 KS1935 HISTORY - Date Condition Report By KS1935 HISTORY - 1988 MONUMENTED NGS KS1935 KS1935 STATION DESCRIPTION KS1935 KS1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1935'5.8 KM (3.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1935'JUNCTION OF 1ST AVENUE IN CHICO, 1.4 KM (0.85 MI) SOUTHEAST OF THE KS1935'SKYLINE DRIVE OVERPASS, 19.6 M (64.3 FT) NORTHEAST OF THE CENTERLINE KS1935'OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT) KS1935'EAST-SOUTHEAST OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN, 5.2 KS1935'M (17.1 FT) NORTHWEST OF A BRACED FENCE POST, 1.2 M (3.9 FT) BELOW THE KS1935'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST KS1935'AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1935'CAP. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1959 *********************************************************************** KS1959 DESIGNATION - B 1435 KS1959 PID - KS1959 KS1959 STATE/COUNTY- CA/BUTTE KS1959 USGS QUAD - GRIDLEY (1973) KS1959 KS1959 *CURRENT SURVEY CONTROL KS1959 ___________________________________________________________________ KS1959* NAD 83(1986)- 39 22 15. (N) 121 41 18. (W) SCALED KS1959* NAVD 88 - 28.512 (meters) 93.54 (feet) ADJUSTED KS1959 ___________________________________________________________________ KS1959 GEOID HEIGHT- -28.46 (meters) GEOID03 KS1959 DYNAMIC HT - 28.496 (meters) 93.49 (feet) COMP KS1959 MODELED GRAV- 980,073.6 (mgal) NAVD 88 KS1959 KS1959 VERT ORDER - FIRST CLASS II KS1959 KS1959.The horizontal coordinates were scaled from a topographic map and have KS1959.an estimated accuracy of +/- 6 seconds. KS1959 KS1959.The orthometric height was determined by differential leveling KS1959.and adjusted by the National Geodetic Survey in June 1991. KS1959 KS1959.The geoid height was determined by GEOID03. KS1959 KS1959.The dynamic height is computed by dividing the NAVD 88 KS1959.geopotential number by the normal gravity value computed on the KS1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1959.degrees latitude (g = 980.6199 gals.). KS1959 KS1959.The modeled gravity was interpolated from observed gravity values. KS1959 KS1959; North East Units Estimated Accuracy KS1959;SPC CA 2 - 689,220. 2,026,860. MT (+/- 180 meters Scaled) KS1959 KS1959 SUPERSEDED SURVEY CONTROL KS1959 KS1959.No superseded survey control is available for this station. KS1959 KS1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ129587(NAD 83) KS1959_MARKER: I = METAL ROD KS1959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1959_STAMPING: B 1435 1988 KS1959_MARK LOGO: NGS KS1959_PROJECTION: FLUSH KS1959_MAGNETIC: I = MARKER IS A STEEL ROD KS1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1959+STABILITY: POSITION/ELEVATION WELL KS1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1959+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1959_ROD/PIPE-DEPTH: 6.1 meters KS1959 KS1959 HISTORY - Date Condition Report By KS1959 HISTORY - 1988 MONUMENTED NGS KS1959 HISTORY - 20040324 GOOD CADT KS1959 KS1959 STATION DESCRIPTION KS1959 KS1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1959'0.6 KM (0.35 MI) EASTERLY ALONG HAZEL STREET FROM THE JUNCTION OF THE KS1959'SOUTHERN PACIFIC RAILROAD IN GRIDLEY, THENCE 0.6 KM (0.35 MI) KS1959'NORTHERLY ALONG STATE HIGHWAY 99, 19.6 M (64.3 FT) NORTH OF A FENCE KS1959'CORNER, 18.7 M (61.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO KS1959'HOUSE NUMBER 1805, 12.2 M (40.0 FT) WEST OF THE CENTER OF THE HIGHWAY, KS1959'1.0 M (3.3 FT) NORTH-NORTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) EAST KS1959'OF A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. KS1959'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1959 KS1959 STATION RECOVERY (2004) KS1959 KS1959'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1959'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0894 *********************************************************************** KS0894 DESIGNATION - B 18 KS0894 PID - KS0894 KS0894 STATE/COUNTY- CA/BUTTE KS0894 USGS QUAD - BIGGS (1970) KS0894 KS0894 *CURRENT SURVEY CONTROL KS0894 ___________________________________________________________________ KS0894* NAD 83(1986)- 39 24 45. (N) 121 42 48. (W) SCALED KS0894* NAVD 88 - 29.340 (meters) 96.26 (feet) ADJUSTED KS0894 ___________________________________________________________________ KS0894 GEOID HEIGHT- -28.32 (meters) GEOID03 KS0894 DYNAMIC HT - 29.324 (meters) 96.21 (feet) COMP KS0894 MODELED GRAV- 980,085.3 (mgal) NAVD 88 KS0894 KS0894 VERT ORDER - FIRST CLASS II KS0894 KS0894.The horizontal coordinates were scaled from a topographic map and have KS0894.an estimated accuracy of +/- 6 seconds. KS0894 KS0894.The orthometric height was determined by differential leveling KS0894.and adjusted by the National Geodetic Survey in June 1991. KS0894 KS0894.The geoid height was determined by GEOID03. KS0894 KS0894.The dynamic height is computed by dividing the NAVD 88 KS0894.geopotential number by the normal gravity value computed on the KS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0894.degrees latitude (g = 980.6199 gals.). KS0894 KS0894.The modeled gravity was interpolated from observed gravity values. KS0894 KS0894; North East Units Estimated Accuracy KS0894;SPC CA 2 - 693,840. 2,024,690. MT (+/- 180 meters Scaled) KS0894 KS0894 SUPERSEDED SURVEY CONTROL KS0894 KS0894 NGVD 29 (??/??/??) 28.635 (m) 93.95 (f) ADJUSTED 1 2 KS0894 KS0894.Superseded values are not recommended for survey control. KS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0894.See file dsdata.txt to determine how the superseded data were derived. KS0894 KS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ107633(NAD 83) KS0894_MARKER: DB = BENCH MARK DISK KS0894_SETTING: 35 = FOOTING KS0894_STAMPING: B 18 1919 93.891 FEET KS0894_MARK LOGO: CGS KS0894_MAGNETIC: N = NO MAGNETIC MATERIAL KS0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0894+STABILITY: SURFACE MOTION KS0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0894+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0894 KS0894 HISTORY - Date Condition Report By KS0894 HISTORY - 1919 MONUMENTED CGS KS0894 HISTORY - 1946 GOOD NGS KS0894 HISTORY - 1952 GOOD NGS KS0894 HISTORY - 1987 GOOD USPSQD KS0894 HISTORY - 19880804 GOOD NGS KS0894 HISTORY - 19990427 GOOD NGS KS0894 HISTORY - 20040324 GOOD CADT KS0894 KS0894 STATION DESCRIPTION KS0894 KS0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 KS0894'AT BIGGS. KS0894'AT BIGGS, BUTTE COUNTY, ABOUT 260 FEET WEST OF THE SOUTHERN KS0894'PACIFIC CO. RAILROAD, SOUTH OF THE MUNICIPAL LIGHT AND WATER KS0894'WORKS, AT THE FIRE BELL TOWER, AND IN THE SOUTHEAST ONE OF KS0894'FOUR CONCRETE PEDESTALS. NOTE-- IT WAS RECOVERED IN AUGUST KS0894'1952 NORTHWEST OF THE NORTHWEST CORNER OF THE MUNICIPAL LIGHT AND KS0894'WATER WORKS, AT THE FIRE BELL TOWER. KS0894 KS0894 STATION RECOVERY (1952) KS0894 KS0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952 KS0894'RECOVERED IN GOOD CONDITION. KS0894 KS0894 STATION RECOVERY (1987) KS0894 KS0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0894'RECOVERED IN GOOD CONDITION. KS0894 KS0894 STATION RECOVERY (1988) KS0894 KS0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0894'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. ADD--43.0 M KS0894'WEST OF THE CENTERLINE OF 8TH STREET, AND 34.7 M (113.8 FT) NORTH OF KS0894'THE CENTERLINE OF B STREET. NOTE--THE DISK IS STAMPED AS ABOVE. KS0894 KS0894 STATION RECOVERY (1999) KS0894 KS0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) KS0894'IN BIGGS, AT THE INTERSECTION OF B AND 8TH STREETS, IN THE CONCRETE KS0894'FOOTING FOR THE SOUTHEAST LEG OF A TOWER, 43.0 M (141.1 FT) WEST OF KS0894'THE CENTERLINE OF 8TH STREET, 34.7 M (113.8 FT) NORTH OF THE KS0894'CENTERLINE OF B STREET, 29.2 M (95.8 FT) SOUTHWEST OF THE CITY WATER KS0894'TANK, 24.4 M (80.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OLD KS0894'MUNICIPAL BUILDING AT 3005 8TH STREET, AND THE FOOTING PROJECTS 0.4 M KS0894'(1.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE DISK HAS BEEN SCRAPED KS0894'AND THE STAMPING IS BARELY LEGIBLE. KS0894 KS0894 STATION RECOVERY (2004) KS0894 KS0894'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0894'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0350 *********************************************************************** KT0350 DESIGNATION - B 200 KT0350 PID - KT0350 KT0350 STATE/COUNTY- CA/GLENN KT0350 USGS QUAD - LOGANDALE (1973) KT0350 KT0350 *CURRENT SURVEY CONTROL KT0350 ___________________________________________________________________ KT0350* NAD 83(1986)- 39 26 07. (N) 122 11 31. (W) SCALED KT0350* NAVD 88 - 31.83 (+/-2cm) 104.4 (feet) VERTCON KT0350 ___________________________________________________________________ KT0350 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0350 KT0350 VERT ORDER - FIRST CLASS II (See Below) KT0350 KT0350.The horizontal coordinates were scaled from a topographic map and have KT0350.an estimated accuracy of +/- 6 seconds. KT0350 KT0350.The NAVD 88 height was computed by applying the VERTCON shift value to KT0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0350.The vertical order pertains to the NGVD 29 superseded value. KT0350 KT0350.The geoid height was determined by GEOID03. KT0350 KT0350; North East Units Estimated Accuracy KT0350;SPC CA 2 - 696,350. 1,983,480. MT (+/- 180 meters Scaled) KT0350 KT0350 SUPERSEDED SURVEY CONTROL KT0350 KT0350 NGVD 29 (??/??/92) 31.082 (m) 101.97 (f) ADJ UNCH 1 2 KT0350 KT0350.Superseded values are not recommended for survey control. KT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0350.See file dsdata.txt to determine how the superseded data were derived. KT0350 KT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695653(NAD 83) KT0350_MARKER: DB = BENCH MARK DISK KT0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0350_STAMPING: B 200 1935 KT0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0350+STABILITY: SURFACE MOTION KT0350 KT0350 HISTORY - Date Condition Report By KT0350 HISTORY - 1935 MONUMENTED CGS KT0350 HISTORY - 1967 GOOD NGS KT0350 KT0350 STATION DESCRIPTION KT0350 KT0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0350'5.8 MI S FROM WILLOWS. KT0350'5.85 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0350'THE STATION AT WILLOWS, 38.9 FEET WEST OF THE WEST RAIL, 5 FEET KT0350'NORTH OF MILEPOLE 144, 69 FEET EAST OF THE CENTER LINE OF THE KT0350'HIGHWAY, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER KT0350'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0350'0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0810 *********************************************************************** KT0810 DESIGNATION - B 216 KT0810 PID - KT0810 KT0810 STATE/COUNTY- CA/GLENN KT0810 USGS QUAD - CHROME (1968) KT0810 KT0810 *CURRENT SURVEY CONTROL KT0810 ___________________________________________________________________ KT0810* NAD 83(1986)- 39 41 56. (N) 122 33 00. (W) SCALED KT0810* NAVD 88 - 242.89 (+/-2cm) 796.9 (feet) VERTCON KT0810 ___________________________________________________________________ KT0810 GEOID HEIGHT- -28.91 (meters) GEOID03 KT0810 KT0810 VERT ORDER - FIRST CLASS II (See Below) KT0810 KT0810.The horizontal coordinates were scaled from a topographic map and have KT0810.an estimated accuracy of +/- 6 seconds. KT0810 KT0810.The NAVD 88 height was computed by applying the VERTCON shift value to KT0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0810.The vertical order pertains to the NGVD 29 superseded value. KT0810 KT0810.The geoid height was determined by GEOID03. KT0810 KT0810; North East Units Estimated Accuracy KT0810;SPC CA 2 - 725,740. 1,952,830. MT (+/- 180 meters Scaled) KT0810 KT0810 SUPERSEDED SURVEY CONTROL KT0810 KT0810 NGVD 29 (??/??/92) 242.044 (m) 794.11 (f) ADJ UNCH 1 2 KT0810 KT0810.Superseded values are not recommended for survey control. KT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0810.See file dsdata.txt to determine how the superseded data were derived. KT0810 KT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ385944(NAD 83) KT0810_MARKER: DB = BENCH MARK DISK KT0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0810_STAMPING: B 216 1935 KT0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0810+STABILITY: SURFACE MOTION KT0810 KT0810 HISTORY - Date Condition Report By KT0810 HISTORY - 1935 MONUMENTED CGS KT0810 HISTORY - 1966 GOOD NGS KT0810 KT0810 STATION DESCRIPTION KT0810 KT0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0810'7.6 MI N FROM ELK CREEK. KT0810'7.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0810'AT ELK CREEK, AT THE JUNCTION OF AN ASPHALT ROAD WEST, 21 FEET KT0810'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER KT0810'OF THE JUNCTION, 19 FET SOUTH OF THE SOUTH END OF A GATE AND KT0810'FENCE JUNCTION, 1.5 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A KT0810'WINTESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND KT0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE KT0810'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0460 *********************************************************************** KT0460 DESIGNATION - B 277 KT0460 PID - KT0460 KT0460 STATE/COUNTY- CA/GLENN KT0460 USGS QUAD - LOGAN RIDGE (1973) KT0460 KT0460 *CURRENT SURVEY CONTROL KT0460 ___________________________________________________________________ KT0460* NAD 83(1986)- 39 28 31. (N) 122 22 06. (W) SCALED KT0460* NAVD 88 - 117.08 (+/-2cm) 384.1 (feet) VERTCON KT0460 ___________________________________________________________________ KT0460 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0460 KT0460 VERT ORDER - SECOND CLASS 0 (See Below) KT0460 KT0460.The horizontal coordinates were scaled from a topographic map and have KT0460.an estimated accuracy of +/- 6 seconds. KT0460 KT0460.The NAVD 88 height was computed by applying the VERTCON shift value to KT0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0460.The vertical order pertains to the NGVD 29 superseded value. KT0460 KT0460.The geoid height was determined by GEOID03. KT0460 KT0460; North East Units Estimated Accuracy KT0460;SPC CA 2 - 700,830. 1,968,310. MT (+/- 180 meters Scaled) KT0460 KT0460 SUPERSEDED SURVEY CONTROL KT0460 KT0460 NGVD 29 (??/??/92) 116.287 (m) 381.52 (f) ADJ UNCH 2 0 KT0460 KT0460.Superseded values are not recommended for survey control. KT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0460.See file dsdata.txt to determine how the superseded data were derived. KT0460 KT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ543697(NAD 83) KT0460_MARKER: DB = BENCH MARK DISK KT0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0460_STAMPING: B 277 1935 KT0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0460+STABILITY: SURFACE MOTION KT0460 KT0460 HISTORY - Date Condition Report By KT0460 HISTORY - 1935 MONUMENTED CGS KT0460 KT0460 STATION DESCRIPTION KT0460 KT0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0460'14.4 MI SW FROM WILLOWS. KT0460'4.0 MILES SOUTH AND 10.4 MILES WEST ALONG THE STONYFORD ROAD KT0460'FROM WILLOWS, GLENN COUNTY, 2.3 MILES SOUTHWEST OF GARNETT RANCH, KT0460'19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET EAST OF A KT0460'TELEPHONE POLE. A STANDARD DISK, STAMPED B 277 1935 AND SET IN KT0460'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0037 *********************************************************************** KT0037 DESIGNATION - B 381 KT0037 PID - KT0037 KT0037 STATE/COUNTY- CA/GLENN KT0037 USGS QUAD - WILLOWS (1969) KT0037 KT0037 *CURRENT SURVEY CONTROL KT0037 ___________________________________________________________________ KT0037* NAD 83(1986)- 39 36 40. (N) 122 11 37. (W) SCALED KT0037* NAVD 88 - 49.22 (+/-2cm) 161.5 (feet) VERTCON KT0037 ___________________________________________________________________ KT0037 GEOID HEIGHT- -28.73 (meters) GEOID03 KT0037 KT0037 VERT ORDER - SECOND CLASS 0 (See Below) KT0037 KT0037.The horizontal coordinates were scaled from a topographic map and have KT0037.an estimated accuracy of +/- 6 seconds. KT0037 KT0037.The NAVD 88 height was computed by applying the VERTCON shift value to KT0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0037.The vertical order pertains to the NGVD 29 superseded value. KT0037 KT0037.The geoid height was determined by GEOID03. KT0037 KT0037; North East Units Estimated Accuracy KT0037;SPC CA 2 - 715,870. 1,983,370. MT (+/- 180 meters Scaled) KT0037 KT0037 SUPERSEDED SURVEY CONTROL KT0037 KT0037 NGVD 29 (??/??/92) 48.474 (m) 159.04 (f) ADJ UNCH 2 0 KT0037 KT0037.Superseded values are not recommended for survey control. KT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0037.See file dsdata.txt to determine how the superseded data were derived. KT0037 KT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692849(NAD 83) KT0037_MARKER: DB = BENCH MARK DISK KT0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0037_STAMPING: B 381 1949 KT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0037+STABILITY: SURFACE MOTION KT0037 KT0037 HISTORY - Date Condition Report By KT0037 HISTORY - 1949 MONUMENTED CGS KT0037 KT0037 STATION DESCRIPTION KT0037 KT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0037'0.6 MI S FROM ARTOIS. KT0037'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0037'STATION AT ARTOIS, 103 FEET SOUTH OF THE CENTER OF COUNTY ROAD KT0037'35, 39.6 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 99 W, KT0037'38.6 FEET WEST OF THE WEST RAIL, 17 FEET NORTHEAST OF THE KT0037'NORTHEAST CORNER OF HIGHWAY CULVERT B 293.00, 6 FEET SOUTH OF THE KT0037'FOURTH POLE NORTH OF MILEPOST 156, 1.4 FEET NORTH OF A KT0037'WITNESS POST, IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 2 KT0037'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE KT0037'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0978 *********************************************************************** KS0978 DESIGNATION - B 6 USGS KS0978 PID - KS0978 KS0978 STATE/COUNTY- CA/GLENN KS0978 USGS QUAD - BUTTE CITY (1973) KS0978 KS0978 *CURRENT SURVEY CONTROL KS0978 ___________________________________________________________________ KS0978* NAD 83(1986)- 39 27 48. (N) 121 59 31. (W) SCALED KS0978* NAVD 88 - 28.27 (+/-2cm) 92.7 (feet) VERTCON KS0978 ___________________________________________________________________ KS0978 GEOID HEIGHT- -28.54 (meters) GEOID03 KS0978 KS0978 VERT ORDER - FIRST CLASS II (See Below) KS0978 KS0978.The horizontal coordinates were scaled from a topographic map and have KS0978.an estimated accuracy of +/- 6 seconds. KS0978 KS0978.The NAVD 88 height was computed by applying the VERTCON shift value to KS0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0978.The vertical order pertains to the NGVD 29 superseded value. KS0978 KS0978.The geoid height was determined by GEOID03. KS0978 KS0978; North East Units Estimated Accuracy KS0978;SPC CA 2 - 699,440. 2,000,690. MT (+/- 180 meters Scaled) KS0978 KS0978 SUPERSEDED SURVEY CONTROL KS0978 KS0978 NGVD 29 (??/??/??) 27.539 (m) 90.35 (f) ADJUSTED 1 2 KS0978 KS0978.Superseded values are not recommended for survey control. KS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0978.See file dsdata.txt to determine how the superseded data were derived. KS0978 KS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ867686(NAD 83) KS0978_MARKER: P = PIPE CAP KS0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS0978_STAMPING: B 6 KS0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0978 KS0978 HISTORY - Date Condition Report By KS0978 HISTORY - UNK MONUMENTED USGS KS0978 HISTORY - 1949 GOOD NGS KS0978 KS0978 STATION DESCRIPTION KS0978 KS0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0978'AT BUTTE CITY. KS0978'AT BUTTE CITY, ALONG STATE HIGHWAY 45, 0.1 MILE SOUTH OF THE POST KS0978'OFFICE, AT A Y JUNCTION OF A GRAVEL ROAD, 125 FEET NORTH OF THE KS0978'NORTHEAST CORNER OF THE RIVERSIDE INN, 35.5 FEET WEST OF THE KS0978'CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTHEAST OF A POWER KS0978'LINE POLE, 2.1 FEET SOUTHEAST OF A WITNESS POST, AND RIVETED KS0978'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE KS0978'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0104 *********************************************************************** KT0104 DESIGNATION - B 643 KT0104 PID - KT0104 KT0104 STATE/COUNTY- CA/GLENN KT0104 USGS QUAD - JULIAN ROCKS (1973) KT0104 KT0104 *CURRENT SURVEY CONTROL KT0104 ___________________________________________________________________ KT0104* NAD 83(1986)- 39 43 50. (N) 122 25 17. (W) SCALED KT0104* NAVD 88 - 159.91 (+/-2cm) 524.6 (feet) VERTCON KT0104 ___________________________________________________________________ KT0104 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0104 KT0104 VERT ORDER - SECOND CLASS 0 (See Below) KT0104 KT0104.The horizontal coordinates were scaled from a topographic map and have KT0104.an estimated accuracy of +/- 6 seconds. KT0104 KT0104.The NAVD 88 height was computed by applying the VERTCON shift value to KT0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0104.The vertical order pertains to the NGVD 29 superseded value. KT0104 KT0104.The geoid height was determined by GEOID03. KT0104 KT0104; North East Units Estimated Accuracy KT0104;SPC CA 2 - 729,190. 1,963,880. MT (+/- 180 meters Scaled) KT0104 KT0104 SUPERSEDED SURVEY CONTROL KT0104 KT0104 NGVD 29 (??/??/92) 159.094 (m) 521.96 (f) ADJ UNCH 2 0 KT0104 KT0104.Superseded values are not recommended for survey control. KT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0104.See file dsdata.txt to determine how the superseded data were derived. KT0104 KT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ495980(NAD 83) KT0104_MARKER: DB = BENCH MARK DISK KT0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0104_STAMPING: B 643 1942 KT0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0104+STABILITY: SURFACE MOTION KT0104 KT0104 HISTORY - Date Condition Report By KT0104 HISTORY - 1942 MONUMENTED CGS KT0104 KT0104 STATION DESCRIPTION KT0104 KT0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0104'13.1 MI NE FROM ELK CREEK. KT0104'13.1 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0104'GLENN COUNTY, ABOUT 400 FEET SOUTH OF A RANCH HOUSE, 150 FEET KT0104'NORTHEAST OF A LARGE SHED, 15 FEET EAST OF THE CENTERLINE OF KT0104'THE ROAD, 15 FEET EAST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF KT0104'THE FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD KT0104'DISK, STAMPED B 643 1942 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1107 *********************************************************************** KS1107 DESIGNATION - B 743 KS1107 PID - KS1107 KS1107 STATE/COUNTY- CA/BUTTE KS1107 USGS QUAD - RICHARDSON SPRINGS (1969) KS1107 KS1107 *CURRENT SURVEY CONTROL KS1107 ___________________________________________________________________ KS1107* NAD 83(1986)- 39 47 56. (N) 121 51 16. (W) SCALED KS1107* NAVD 88 - 73.781 (meters) 242.06 (feet) ADJUSTED KS1107 ___________________________________________________________________ KS1107 GEOID HEIGHT- -27.35 (meters) GEOID03 KS1107 DYNAMIC HT - 73.743 (meters) 241.94 (feet) COMP KS1107 MODELED GRAV- 980,115.2 (mgal) NAVD 88 KS1107 KS1107 VERT ORDER - FIRST CLASS II KS1107 KS1107.This mark is at Chico Municipal Airport (CIC) KS1107 KS1107.The horizontal coordinates were scaled from a topographic map and have KS1107.an estimated accuracy of +/- 6 seconds. KS1107 KS1107.The orthometric height was determined by differential leveling KS1107.and adjusted by the National Geodetic Survey in June 1991. KS1107 KS1107.The geoid height was determined by GEOID03. KS1107 KS1107.The dynamic height is computed by dividing the NAVD 88 KS1107.geopotential number by the normal gravity value computed on the KS1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1107.degrees latitude (g = 980.6199 gals.). KS1107 KS1107.The modeled gravity was interpolated from observed gravity values. KS1107 KS1107; North East Units Estimated Accuracy KS1107;SPC CA 2 - 736,710. 2,012,470. MT (+/- 180 meters Scaled) KS1107 KS1107 SUPERSEDED SURVEY CONTROL KS1107 KS1107 NGVD 29 (??/??/??) 73.070 (m) 239.73 (f) ADJUSTED 1 2 KS1107 KS1107.Superseded values are not recommended for survey control. KS1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1107.See file dsdata.txt to determine how the superseded data were derived. KS1107 KS1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980060(NAD 83) KS1107_MARKER: DB = BENCH MARK DISK KS1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1107_STAMPING: B 743 1944 KS1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1107+STABILITY: SURFACE MOTION KS1107 KS1107 HISTORY - Date Condition Report By KS1107 HISTORY - 1944 MONUMENTED CGS KS1107 HISTORY - 1971 GOOD NGS KS1107 HISTORY - 1975 MARK NOT FOUND NGS KS1107 HISTORY - 1987 MARK NOT FOUND USPSQD KS1107 HISTORY - 19880718 MARK NOT FOUND NGS KS1107 KS1107 STATION DESCRIPTION KS1107 KS1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 KS1107'AT CHICO MUNICIPAL AIRPORT. KS1107'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT A U SHAPED GRASS KS1107'AND FLOWER PLOT, 63 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE KS1107'CONCRETE APRON, AND 4.2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF KS1107'THE ASPHALT WALKWAY WHICH LEAD TO THE OLD CONTROL TOWER. (THE KS1107'CONTROL TOWER HAS BEEN TORN DOWN). A STANDARD DISK STAMPED B 743 KS1107'1944, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT KS1107'ABOVE GROUND LEVEL. KS1107 KS1107 STATION RECOVERY (1975) KS1107 KS1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS1107'MARK NOT FOUND. KS1107 KS1107 STATION RECOVERY (1987) KS1107 KS1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB) KS1107'MARK NOT FOUND. KS1107 KS1107 STATION RECOVERY (1988) KS1107 KS1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1107'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1146 *********************************************************************** KS1146 DESIGNATION - B 847 KS1146 PID - KS1146 KS1146 STATE/COUNTY- CA/BUTTE KS1146 USGS QUAD - CHICO (1978) KS1146 KS1146 *CURRENT SURVEY CONTROL KS1146 ___________________________________________________________________ KS1146* NAD 83(1986)- 39 38 46. (N) 121 47 55. (W) SCALED KS1146* NAVD 88 - 49.03 (+/-2cm) 160.9 (feet) VERTCON KS1146 ___________________________________________________________________ KS1146 GEOID HEIGHT- -27.54 (meters) GEOID03 KS1146 KS1146 VERT ORDER - FIRST CLASS II (See Below) KS1146 KS1146.The horizontal coordinates were scaled from a topographic map and have KS1146.an estimated accuracy of +/- 6 seconds. KS1146 KS1146.The NAVD 88 height was computed by applying the VERTCON shift value to KS1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1146.The vertical order pertains to the NGVD 29 superseded value. KS1146 KS1146.The geoid height was determined by GEOID03. KS1146 KS1146; North East Units Estimated Accuracy KS1146;SPC CA 2 - 719,750. 2,017,290. MT (+/- 180 meters Scaled) KS1146 KS1146 SUPERSEDED SURVEY CONTROL KS1146 KS1146 NGVD 29 (??/??/??) 48.325 (m) 158.55 (f) ADJUSTED 1 2 KS1146 KS1146.Superseded values are not recommended for survey control. KS1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1146.See file dsdata.txt to determine how the superseded data were derived. KS1146 KS1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ030891(NAD 83) KS1146_MARKER: DB = BENCH MARK DISK KS1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1146_STAMPING: B 847 1948 KS1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1146+STABILITY: SURFACE MOTION KS1146 KS1146 HISTORY - Date Condition Report By KS1146 HISTORY - 1948 MONUMENTED CGS KS1146 HISTORY - 20040324 MARK NOT FOUND CADT KS1146 KS1146 STATION DESCRIPTION KS1146 KS1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1146'AT DURHAM. KS1146'AT DURHAM, AT RAILROAD CROSSING NO. S 177.5, ABOUT 125 FEET KS1146'NORTH OF THE SACRAMENTO NORTHERN RAILROAD STATION, 80.5 FEET KS1146'NORTHEAST OF THE NORTHEAST RAIL OF THE SACRAMENTO NORTHERN KS1146'RAILROAD, 25.0 FEET NORTHWEST OF THE CENTER LINE OF DAYTON ROAD, KS1146'4.0 FEET NORTHWEST OF AN ENGLISH WALNUT TREE, 1.3 FEET SOUTHEAST KS1146'OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING KS1146'0.2 FOOT ABOVE THE GROUND. KS1146 KS1146 STATION RECOVERY (2004) KS1146 KS1146'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1146'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0145 *********************************************************************** KT0145 DESIGNATION - B 852 KT0145 PID - KT0145 KT0145 STATE/COUNTY- CA/GLENN KT0145 USGS QUAD - WILLOWS (1969) KT0145 KT0145 *CURRENT SURVEY CONTROL KT0145 ___________________________________________________________________ KT0145* NAD 83(1986)- 39 36 42. (N) 122 15 00. (W) SCALED KT0145* NAVD 88 - 54.90 (+/-2cm) 180.1 (feet) VERTCON KT0145 ___________________________________________________________________ KT0145 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0145 KT0145 VERT ORDER - FIRST CLASS II (See Below) KT0145 KT0145.The horizontal coordinates were scaled from a topographic map and have KT0145.an estimated accuracy of +/- 6 seconds. KT0145 KT0145.The NAVD 88 height was computed by applying the VERTCON shift value to KT0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0145.The vertical order pertains to the NGVD 29 superseded value. KT0145 KT0145.The geoid height was determined by GEOID03. KT0145 KT0145; North East Units Estimated Accuracy KT0145;SPC CA 2 - 715,940. 1,978,530. MT (+/- 180 meters Scaled) KT0145 KT0145 SUPERSEDED SURVEY CONTROL KT0145 KT0145 NGVD 29 (??/??/92) 54.150 (m) 177.66 (f) ADJ UNCH 1 2 KT0145 KT0145.Superseded values are not recommended for survey control. KT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0145.See file dsdata.txt to determine how the superseded data were derived. KT0145 KT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ643849(NAD 83) KT0145_MARKER: DB = BENCH MARK DISK KT0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0145_STAMPING: B 852 1949 KT0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0145+STABILITY: SURFACE MOTION KT0145 KT0145 HISTORY - Date Condition Report By KT0145 HISTORY - 1949 MONUMENTED CGS KT0145 KT0145 STATION DESCRIPTION KT0145 KT0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0145'8.7 MI NW FROM WILLOWS. KT0145'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0145'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0145'6 MILES NORTH ALONG COUNTY ROAD D, AT A CROSS ROAD, 78 FEET KT0145'NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, KT0145'13 FEET NORTH OF A POWER POLE, 3 FEET SOUTH OF A WITNESS POST, KT0145'1.3 FEET EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE KT0145'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0985 *********************************************************************** KS0985 DESIGNATION - B 853 KS0985 PID - KS0985 KS0985 STATE/COUNTY- CA/GLENN KS0985 USGS QUAD - BUTTE CITY (1973) KS0985 KS0985 *CURRENT SURVEY CONTROL KS0985 ___________________________________________________________________ KS0985* NAD 83(1986)- 39 27 49. (N) 121 54 40. (W) SCALED KS0985* NAVD 88 - 25.63 (+/-2cm) 84.1 (feet) VERTCON KS0985 ___________________________________________________________________ KS0985 GEOID HEIGHT- -28.36 (meters) GEOID03 KS0985 KS0985 VERT ORDER - FIRST CLASS II (See Below) KS0985 KS0985.The horizontal coordinates were scaled from a topographic map and have KS0985.an estimated accuracy of +/- 6 seconds. KS0985 KS0985.The NAVD 88 height was computed by applying the VERTCON shift value to KS0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0985.The vertical order pertains to the NGVD 29 superseded value. KS0985 KS0985.The geoid height was determined by GEOID03. KS0985 KS0985; North East Units Estimated Accuracy KS0985;SPC CA 2 - 699,480. 2,007,650. MT (+/- 180 meters Scaled) KS0985 KS0985 SUPERSEDED SURVEY CONTROL KS0985 KS0985 NGVD 29 (??/??/??) 24.908 (m) 81.72 (f) ADJUSTED 1 2 KS0985 KS0985.Superseded values are not recommended for survey control. KS0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0985.See file dsdata.txt to determine how the superseded data were derived. KS0985 KS0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ936687(NAD 83) KS0985_MARKER: DB = BENCH MARK DISK KS0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0985_STAMPING: B 853 1949 KS0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0985+STABILITY: SURFACE MOTION KS0985 KS0985 HISTORY - Date Condition Report By KS0985 HISTORY - 1949 MONUMENTED CGS KS0985 HISTORY - 19870425 POOR USPSQD KS0985 KS0985 STATION DESCRIPTION KS0985 KS0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0985'4.2 MI E FROM BUTTE CITY. KS0985'4.2 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0985'BUTTE CITY, 0.3 MILE EAST OF A CONCRETE BRIDGE, AT THE T JUNCTION KS0985'OF A PRIVATE DIRT ROAD LEADING SOUTH TO A RANCH, 79 1/2 FEET KS0985'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET EAST OF THE KS0985'CENTER LINE OF THE DIRT ROAD, 8 FEET NORTH OF A POWER LINE POLE, KS0985'2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE PRIVATE KS0985'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT KS0985'ABOVE THE GROUND. KS0985 KS0985 STATION RECOVERY (1987) KS0985 KS0985'RECOVERY NOTE BY US POWER SQUADRON 1987 (WL) KS0985'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1016 *********************************************************************** KS1016 DESIGNATION - BB 112 KS1016 PID - KS1016 KS1016 STATE/COUNTY- CA/BUTTE KS1016 USGS QUAD - BIGGS (1970) KS1016 KS1016 *CURRENT SURVEY CONTROL KS1016 ___________________________________________________________________ KS1016* NAD 83(1986)- 39 29 39. (N) 121 41 21. (W) SCALED KS1016* NAVD 88 - 35.219 (meters) 115.55 (feet) ADJUSTED KS1016 ___________________________________________________________________ KS1016 GEOID HEIGHT- -27.97 (meters) GEOID03 KS1016 DYNAMIC HT - 35.200 (meters) 115.49 (feet) COMP KS1016 MODELED GRAV- 980,089.7 (mgal) NAVD 88 KS1016 KS1016 VERT ORDER - FIRST CLASS II KS1016 KS1016.The horizontal coordinates were scaled from a topographic map and have KS1016.an estimated accuracy of +/- 6 seconds. KS1016 KS1016.The orthometric height was determined by differential leveling KS1016.and adjusted by the National Geodetic Survey in June 1991. KS1016 KS1016.The geoid height was determined by GEOID03. KS1016 KS1016.The dynamic height is computed by dividing the NAVD 88 KS1016.geopotential number by the normal gravity value computed on the KS1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1016.degrees latitude (g = 980.6199 gals.). KS1016 KS1016.The modeled gravity was interpolated from observed gravity values. KS1016 KS1016; North East Units Estimated Accuracy KS1016;SPC CA 2 - 702,910. 2,026,740. MT (+/- 180 meters Scaled) KS1016 KS1016 SUPERSEDED SURVEY CONTROL KS1016 KS1016 NGVD 29 (??/??/??) 34.509 (m) 113.22 (f) ADJUSTED 1 2 KS1016 KS1016.Superseded values are not recommended for survey control. KS1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1016.See file dsdata.txt to determine how the superseded data were derived. KS1016 KS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ127724(NAD 83) KS1016_MARKER: DD = SURVEY DISK KS1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1016_STAMPING: BB 112 1909 F KS1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1016+STABILITY: SURFACE MOTION KS1016 KS1016 HISTORY - Date Condition Report By KS1016 HISTORY - 1909 MONUMENTED USGS KS1016 HISTORY - 1949 GOOD NGS KS1016 HISTORY - 19880804 MARK NOT FOUND NGS KS1016 KS1016 STATION DESCRIPTION KS1016 KS1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1016'3.1 MI E FROM RICHVALE. KS1016'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS1016'THE STATION AT RICHVALE, THENCE 2.9 MILES EAST ALONG U.S. HIGHWAY KS1016'99 E, ALONG THE NORTH SIDE OF A TRIANGLE FORMED BY THE JUNCTION KS1016'OF STATE HIGHWAY 21, AT THE INTERSECTION OF A NORTH-SOUTH PAVED KS1016'ROAD, 34 1/2 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH PAVED KS1016'ROAD, 24.0 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD KS1016'WHICH FORMS THE BASE OF THE TRIANGLE, 11.0 FEET SOUTH OF THE KS1016'SOUTH END OF A 12-INCH PIPE CULVERT B 354.90, 2.0 FEET NORTH OF KS1016'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KS1016'0.2 FOOT ABOVE THE GROUND. KS1016 KS1016 STATION RECOVERY (1988) KS1016 KS1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1016'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1900 *********************************************************************** KS1900 DESIGNATION - BUTTE CREEK KS1900 PID - KS1900 KS1900 STATE/COUNTY- CA/BUTTE KS1900 USGS QUAD - CHICO (1978) KS1900 KS1900 *CURRENT SURVEY CONTROL KS1900 ___________________________________________________________________ KS1900* NAD 83(1992)- 39 41 36.28307(N) 121 46 36.05848(W) ADJUSTED KS1900* NAVD 88 - 67.639 (meters) 221.91 (feet) ADJUSTED KS1900 ___________________________________________________________________ KS1900 EPOCH DATE - 1991.35 KS1900 LAPLACE CORR- 2.87 (seconds) DEFLEC99 KS1900 GEOID HEIGHT- -27.39 (meters) GEOID03 KS1900 DYNAMIC HT - 67.604 (meters) 221.80 (feet) COMP KS1900 MODELED GRAV- 980,115.4 (mgal) NAVD 88 KS1900 KS1900 HORZ ORDER - SECOND KS1900 VERT ORDER - FIRST CLASS II KS1900 KS1900.The horizontal coordinates were established by classical geodetic methods KS1900.and adjusted by the National Geodetic Survey in March 1994. KS1900.The horizontal coordinates are valid at the epoch date displayed above. KS1900.The epoch date for horizontal control is a decimal equivalence KS1900.of Year/Month/Day. KS1900 KS1900.The orthometric height was determined by differential leveling KS1900.and adjusted by the National Geodetic Survey in June 1991. KS1900 KS1900.The Laplace correction was computed from DEFLEC99 derived deflections. KS1900 KS1900.The geoid height was determined by GEOID03. KS1900 KS1900.The dynamic height is computed by dividing the NAVD 88 KS1900.geopotential number by the normal gravity value computed on the KS1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1900.degrees latitude (g = 980.6199 gals.). KS1900 KS1900.The modeled gravity was interpolated from observed gravity values. KS1900 KS1900; North East Units Scale Factor Converg. KS1900;SPC CA 2 - 725,009.328 2,019,154.346 MT 0.99997105 +0 08 26.9 KS1900;SPC CA 2 - 2,378,634.77 6,624,508.88 sFT 0.99997105 +0 08 26.9 KS1900;UTM 10 - 4,394,445.061 604,888.969 MT 0.99973545 +0 46 53.0 KS1900 KS1900! - Elev Factor x Scale Factor = Combined Factor KS1900!SPC CA 2 - 0.99999369 x 0.99997105 = 0.99996474 KS1900!UTM 10 - 0.99999369 x 0.99973545 = 0.99972914 KS1900 KS1900: Primary Azimuth Mark Grid Az KS1900:SPC CA 2 - BUTTE CREEK AZ MK 139 07 12.9 KS1900:UTM 10 - BUTTE CREEK AZ MK 138 28 46.8 KS1900 KS1900|---------------------------------------------------------------------| KS1900| PID Reference Object Distance Geod. Az | KS1900| dddmmss.s | KS1900| DB6438 BUTTE CREEK RM 1 2.626 METERS 07629 | KS1900| DB6437 BUTTE CREEK AZ MK 1391539.8 | KS1900| DB6439 BUTTE CREEK RM 2 25.060 METERS 15028 | KS1900|---------------------------------------------------------------------| KS1900 KS1900 SUPERSEDED SURVEY CONTROL KS1900 KS1900 NAD 83(1986)- 39 41 36.27240(N) 121 46 36.05733(W) AD(1984.00) 2 KS1900 NAD 27 - 39 41 36.68755(N) 121 46 32.14048(W) AD( ) 2 KS1900 NGVD 29 (07/19/86) 66.8 (m) 219. (f) VERT ANG KS1900 KS1900.Superseded values are not recommended for survey control. KS1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1900.See file dsdata.txt to determine how the superseded data were derived. KS1900 KS1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0488994445(NAD 83) KS1900_MARKER: DS = TRIANGULATION STATION DISK KS1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1900_STAMPING: BUTTE CREEK 1972 KS1900_MARK LOGO: CADH KS1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1900+STABILITY: SURFACE MOTION KS1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1900+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1988 KS1900 KS1900 HISTORY - Date Condition Report By KS1900 HISTORY - 1972 MONUMENTED CADT KS1900 HISTORY - 1972 GOOD CADH KS1900 HISTORY - 19880725 GOOD NGS KS1900 HISTORY - 20040324 GOOD CADT KS1900 KS1900 STATION DESCRIPTION KS1900 KS1900'DESCRIBED BY CALTRANS 1972 (DRG) KS1900'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF CHICO, 3.5 MILES KS1900'NORTH NORTHEAST OF DURHAM AND 0.1 MILE SOUTH OF BUTTE CREEK IN THE KS1900'RIGHT OF WAY OF STATE HIGHWAY ROUTE 99. KS1900' KS1900'TO REACH STATION FROM STATE HIGHWAY ROUTE 99 AND SKYWAY KS1900'OVERCROSSING (BRIDGE NO. 12-167) IN CHICO, GO SOUTH ON ROUTE 99 1.9 KS1900'MILE TO BUTTE CREEK BRIDGE (BRIDGE NO. 12-126), CONTINUE SOUTH ON KS1900'ROUTE 99 0.1 MILE TO STATION ON LEFT. KS1900' KS1900'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON ROUTE 99 0.4 MILE KS1900'TO AZIMUTH MARK ON LEFT. KS1900' KS1900'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED BUTTE KS1900'CREEK 1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE CYLINDER KS1900'PROJECTING 2 INCHES ABOVE GROUND SURFACE. IT IS 56.4 FEET EAST OF KS1900'CENTER LINE OF ROUTE 99, 52.5 FEET SOUTH OF CENTER LINE OF GRADED KS1900'DRIVEWAY WITH GATE, 10.0 FEET WEST OF WIRE FENCE, 85.3 FEET NORTH KS1900'OF 24 INCH DIAMETER PIPE WITH HEADWALL AND 2.9 FEET SOUTH OF KS1900'METAL WITNESS POST. KS1900' KS1900'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE MARK, WAS SET IN 6 KS1900'INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. KS1900' KS1900'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1900'BUTTE CREEK RM NO. 1 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1900'CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GROUND SURFACE AND KS1900'SAME ELEVATION AS STATION. IT IS 63.7 FEET EAST OF CENTER LINE OF KS1900'ROUTE 99, 56.2 FEET SOUTH OF GRADED DRIVEWAY WITH GATE, 2.2 FEET KS1900'WEST OF WIRE FENCE AND 83.3 FEET NORTH OF 24 INCH DIAMETER PIPE KS1900'WITH HEADWALL. KS1900' KS1900'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED BUTTE KS1900'CREEK RM NO. 2 1972 SET IN DRILL HOLE IN CONCRETE HEADWALL OF 24 KS1900'INCH DIAMETER PIPE 3.0 FEET LOWER THAN STATION. IT IS 40.3 FEET KS1900'EAST OF CENTER LINE OF ROUTE 99, 25.7 FEET WEST OF WIRE FENCE AND KS1900'72.5 FEET NORTH OF 24 INCH DIAMETER OAK TREE. KS1900' KS1900'AZIMUTH MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED BUTTE KS1900'CREEK AZIMUTH MARK 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1900'CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GROUND SURFACE. IT IS KS1900'50.5 FEET EAST OF CENTER LINE OF ROUTE 99, 34.5 FEET NORTH OF KS1900'CENTER LINE OF GRADED DRIVEWAY, 3.7 FEET SOUTH OF WIRE FENCE AND KS1900'3.3 FEET SOUTH OF METAL WITNESS POST. KS1900' KS1900'HEIGHT OF LIGHT ABOVE STATION MARK 3.43 METERS. KS1900 KS1900 STATION RECOVERY (1972) KS1900 KS1900'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1900'RECOVERED IN GOOD CONDITION. KS1900 KS1900 STATION RECOVERY (1988) KS1900 KS1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1900'7.5 KM (4.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1900'JUNCTION OF 1ST AVENUE IN CHICO, 0.2 KM (0.10 MI) SOUTHEAST OF THE KS1900'SOUTHEAST END OF A HIGHWAY BRIDGE SPANNING BUTTE CREEK, 26.0 M KS1900'(85.3 FT) NORTHWEST OF THE NORTHEAST END OF A PIPE CULVERT, 17.2 M KS1900'(56.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE KS1900'HIGHWAY, 16.0 M (52.5 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, KS1900'3.1 M (10.2 FT) SOUTHWEST OF A FENCE, 1.8 M (5.9 FT) BELOW THE LEVEL KS1900'OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHEAST OF A WITNESS POST, AND IN A KS1900'CONCRETE MONUMENT THAT PROJECTS 0.08 M (0.3 FT) ABOVE THE GROUND KS1900'SURFACE. KS1900 KS1900 STATION RECOVERY (2004) KS1900 KS1900'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1900'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0736 *********************************************************************** KT0736 DESIGNATION - C 1079 KT0736 PID - KT0736 KT0736 STATE/COUNTY- CA/GLENN KT0736 USGS QUAD - ELK CREEK (1968) KT0736 KT0736 *CURRENT SURVEY CONTROL KT0736 ___________________________________________________________________ KT0736* NAD 83(1986)- 39 36 51. (N) 122 31 05. (W) SCALED KT0736* NAVD 88 - 224.12 (+/-2cm) 735.3 (feet) VERTCON KT0736 ___________________________________________________________________ KT0736 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0736 KT0736 VERT ORDER - FIRST CLASS II (See Below) KT0736 KT0736.The horizontal coordinates were scaled from a topographic map and have KT0736.an estimated accuracy of +/- 6 seconds. KT0736 KT0736.The NAVD 88 height was computed by applying the VERTCON shift value to KT0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0736.The vertical order pertains to the NGVD 29 superseded value. KT0736 KT0736.The geoid height was determined by GEOID03. KT0736 KT0736; North East Units Estimated Accuracy KT0736;SPC CA 2 - 716,310. 1,955,520. MT (+/- 180 meters Scaled) KT0736 KT0736 SUPERSEDED SURVEY CONTROL KT0736 KT0736 NGVD 29 (??/??/92) 223.285 (m) 732.56 (f) ADJ UNCH 1 2 KT0736 KT0736.Superseded values are not recommended for survey control. KT0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0736.See file dsdata.txt to determine how the superseded data were derived. KT0736 KT0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ413850(NAD 83) KT0736_MARKER: DB = BENCH MARK DISK KT0736_SETTING: 36 = HEADWALL KT0736_STAMPING: C 1079 1967 KT0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0736 KT0736 HISTORY - Date Condition Report By KT0736 HISTORY - 1967 MONUMENTED CGS KT0736 KT0736 STATION DESCRIPTION KT0736 KT0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0736'1.6 MI NE FROM ELK CREEK. KT0736'1.6 MILES NORTHEAST ALONG THE ROAD TO WILLOWS FROM THE POST KT0736'OFFICE AT ELK CREEK, AT THE CROSSING OF A CREEK, IN THE TOP AND KT0736'0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE KT0736'HEAD WALL OF A LARGE STOCK UNDER CROSSING, 15 1/2 FEET SOUTHEAST KT0736'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE KT0736'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1937 *********************************************************************** KS1937 DESIGNATION - C 1434 KS1937 PID - KS1937 KS1937 STATE/COUNTY- CA/BUTTE KS1937 USGS QUAD - CHICO (1978) KS1937 KS1937 *CURRENT SURVEY CONTROL KS1937 ___________________________________________________________________ KS1937* NAD 83(1986)- 39 40 56. (N) 121 45 51. (W) SCALED KS1937* NAVD 88 - 63.152 (meters) 207.19 (feet) ADJUSTED KS1937 ___________________________________________________________________ KS1937 GEOID HEIGHT- -27.41 (meters) GEOID03 KS1937 DYNAMIC HT - 63.120 (meters) 207.09 (feet) COMP KS1937 MODELED GRAV- 980,112.6 (mgal) NAVD 88 KS1937 KS1937 VERT ORDER - FIRST CLASS II KS1937 KS1937.The horizontal coordinates were scaled from a topographic map and have KS1937.an estimated accuracy of +/- 6 seconds. KS1937 KS1937.The orthometric height was determined by differential leveling KS1937.and adjusted by the National Geodetic Survey in June 1991. KS1937 KS1937.The geoid height was determined by GEOID03. KS1937 KS1937.The dynamic height is computed by dividing the NAVD 88 KS1937.geopotential number by the normal gravity value computed on the KS1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1937.degrees latitude (g = 980.6199 gals.). KS1937 KS1937.The modeled gravity was interpolated from observed gravity values. KS1937 KS1937; North East Units Estimated Accuracy KS1937;SPC CA 2 - 723,770. 2,020,230. MT (+/- 180 meters Scaled) KS1937 KS1937 SUPERSEDED SURVEY CONTROL KS1937 KS1937.No superseded survey control is available for this station. KS1937 KS1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ059932(NAD 83) KS1937_MARKER: DV = VERTICAL CONTROL DISK KS1937_SETTING: 66 = SET IN ROCK OUTCROP KS1937_STAMPING: C 1434 1988 KS1937_MARK LOGO: NGS KS1937_MAGNETIC: N = NO MAGNETIC MATERIAL KS1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1937+STABILITY: POSITION/ELEVATION WELL KS1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1937+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1937 KS1937 HISTORY - Date Condition Report By KS1937 HISTORY - 1988 MONUMENTED NGS KS1937 HISTORY - 20040324 GOOD CADT KS1937 KS1937 STATION DESCRIPTION KS1937 KS1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1937'9.1 KM (5.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1937'JUNCTION OF 1ST AVENUE IN CHICO, IN THE NORTHWEST END OF A 10 BY 35 KS1937'FOOT AREA OF OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND KS1937'SURFACE, 16.0 M (52.5 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, KS1937'13.7 M (44.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES KS1937'OF THE HIGHWAY, 2.7 M (8.9 FT) NORTHWEST OF A FENCE CORNER, 1.0 M KS1937'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTHWEST KS1937'OF A WITNESS POST AND FENCE. KS1937 KS1937 STATION RECOVERY (2004) KS1937 KS1937'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1937'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1960 *********************************************************************** KS1960 DESIGNATION - C 1435 KS1960 PID - KS1960 KS1960 STATE/COUNTY- CA/BUTTE KS1960 USGS QUAD - GRIDLEY (1973) KS1960 KS1960 *CURRENT SURVEY CONTROL KS1960 ___________________________________________________________________ KS1960* NAD 83(1986)- 39 21 01. (N) 121 41 14. (W) SCALED KS1960* NAVD 88 - 28.102 (meters) 92.20 (feet) ADJUSTED KS1960 ___________________________________________________________________ KS1960 GEOID HEIGHT- -28.54 (meters) GEOID03 KS1960 DYNAMIC HT - 28.086 (meters) 92.15 (feet) COMP KS1960 MODELED GRAV- 980,068.2 (mgal) NAVD 88 KS1960 KS1960 VERT ORDER - FIRST CLASS II KS1960 KS1960.The horizontal coordinates were scaled from a topographic map and have KS1960.an estimated accuracy of +/- 6 seconds. KS1960 KS1960.The orthometric height was determined by differential leveling KS1960.and adjusted by the National Geodetic Survey in June 1991. KS1960 KS1960.The geoid height was determined by GEOID03. KS1960 KS1960.The dynamic height is computed by dividing the NAVD 88 KS1960.geopotential number by the normal gravity value computed on the KS1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1960.degrees latitude (g = 980.6199 gals.). KS1960 KS1960.The modeled gravity was interpolated from observed gravity values. KS1960 KS1960; North East Units Estimated Accuracy KS1960;SPC CA 2 - 686,940. 2,026,960. MT (+/- 180 meters Scaled) KS1960 KS1960 SUPERSEDED SURVEY CONTROL KS1960 KS1960.No superseded survey control is available for this station. KS1960 KS1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ131564(NAD 83) KS1960_MARKER: I = METAL ROD KS1960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1960_STAMPING: C 1435 1988 KS1960_MARK LOGO: NGS KS1960_PROJECTION: FLUSH KS1960_MAGNETIC: I = MARKER IS A STEEL ROD KS1960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1960+STABILITY: POSITION/ELEVATION WELL KS1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1960+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1960_ROD/PIPE-DEPTH: 5.5 meters KS1960 KS1960 HISTORY - Date Condition Report By KS1960 HISTORY - 1988 MONUMENTED NGS KS1960 HISTORY - 20040324 GOOD CADT KS1960 KS1960 STATION DESCRIPTION KS1960 KS1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1960'0.6 KM (0.35 MI) EASTERLY ALONG HAZEL STREET FROM THE JUNCTION OF THE KS1960'SOUTHERN PACIFIC RAILROAD IN GRIDLEY, THENCE 1.7 KM (1.05 MI) KS1960'SOUTHERLY ALONG STATE HIGHWAY 99, 72.7 M (238.5 FT) EAST OF THE KS1960'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.5 M (31.2 FT) KS1960'SOUTH OF THE CENTER OF SHELDON AVENUE, 9.3 M (30.5 FT) EAST OF THE KS1960'CENTER OF A DRIVEWAY LEADING TO 16 SHELDON AVENUE, 2.8 M (9.2 FT) WEST KS1960'OF A FENCE CORNER, 2.2 M (7.2 FT) SOUTHWEST OF A UTILITY POLE, 0.3 M KS1960'(1.0 FT) NORTH OF A FENCE, AND LEVEL WITH THE AVENUE. NOTE--ACCESS TO KS1960'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1960 KS1960 STATION RECOVERY (2004) KS1960 KS1960'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1960'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0343 *********************************************************************** 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(1986)- 39 24 23. (N) 122 11 32. (W) SCALED KT0343* NAVD 88 - 28.72 (+/-2cm) 94.2 (feet) VERTCON KT0343 ___________________________________________________________________ KT0343 GEOID HEIGHT- -29.24 (meters) GEOID03 KT0343 KT0343 VERT ORDER - FIRST CLASS II (See Below) KT0343 KT0343.The horizontal coordinates were scaled from a topographic map and have KT0343.an estimated accuracy of +/- 6 seconds. KT0343 KT0343.The NAVD 88 height was computed by applying the VERTCON shift value to KT0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0343.The vertical order pertains to the NGVD 29 superseded value. KT0343 KT0343.The geoid height was determined by GEOID03. KT0343 KT0343; North East Units Estimated Accuracy KT0343;SPC CA 2 - 693,140. 1,983,450. MT (+/- 180 meters Scaled) KT0343 KT0343 SUPERSEDED SURVEY CONTROL KT0343 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: 10SEJ695621(NAD 83) KT0343_MARKER: DB = BENCH MARK DISK KT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0343_STAMPING: C 200 1935 KT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0343+STABILITY: SURFACE MOTION KT0343 KT0343 HISTORY - Date Condition Report By KT0343 HISTORY - 1935 MONUMENTED CGS KT0343 HISTORY - 1967 GOOD NGS 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0998 *********************************************************************** KS0998 DESIGNATION - C 227 KS0998 PID - KS0998 KS0998 STATE/COUNTY- CA/BUTTE KS0998 USGS QUAD - WEST OF BIGGS (1973) KS0998 KS0998 *CURRENT SURVEY CONTROL KS0998 ___________________________________________________________________ KS0998* NAD 83(1986)- 39 27 53. (N) 121 46 39. (W) SCALED KS0998* NAVD 88 - 28.43 (+/-2cm) 93.3 (feet) VERTCON KS0998 ___________________________________________________________________ KS0998 GEOID HEIGHT- -28.16 (meters) GEOID03 KS0998 KS0998 VERT ORDER - FIRST CLASS II (See Below) KS0998 KS0998.The horizontal coordinates were scaled from a topographic map and have KS0998.an estimated accuracy of +/- 6 seconds. KS0998 KS0998.The NAVD 88 height was computed by applying the VERTCON shift value to KS0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0998.The vertical order pertains to the NGVD 29 superseded value. KS0998 KS0998.The geoid height was determined by GEOID03. KS0998 KS0998; North East Units Estimated Accuracy KS0998;SPC CA 2 - 699,620. 2,019,150. MT (+/- 180 meters Scaled) KS0998 KS0998 SUPERSEDED SURVEY CONTROL KS0998 KS0998 NGVD 29 (??/??/??) 27.717 (m) 90.93 (f) ADJUSTED 1 2 KS0998 KS0998.Superseded values are not recommended for survey control. KS0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0998.See file dsdata.txt to determine how the superseded data were derived. KS0998 KS0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ051690(NAD 83) KS0998_MARKER: DB = BENCH MARK DISK KS0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0998_STAMPING: C 227 1935 KS0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0998+STABILITY: SURFACE MOTION KS0998 KS0998 HISTORY - Date Condition Report By KS0998 HISTORY - 1935 MONUMENTED CGS KS0998 HISTORY - 1949 GOOD NGS KS0998 HISTORY - 20040324 MARK NOT FOUND CADT KS0998 KS0998 STATION DESCRIPTION KS0998 KS0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0998'4.7 MI SW FROM RICHVALE. KS0998'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0998'THE STATION AT RICHVALE, THENCE 2.4 MILES WEST ALONG STATE KS0998'HIGHWAY 45, AT THE T JUNCTION OF A COUNTY GRAVELED ROAD, 57 1/2 KS0998'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 1/2 FEET WEST KS0998'OF THE CENTER LINE OF THE COUNTY ROAD, 27.5 FEET NORTHWEST OF THE KS0998'CENTER OF THE WEST END OF A 36-INCH CORRUGATED METAL PIPE KS0998'CULVERT, 9 FEET NORTH OF THE NORTH BANK OF AN IRRIGATION DITCH, KS0998'2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE KS0998'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 KS0998'FOOT ABOVE THE GROUND. KS0998 KS0998 STATION RECOVERY (2004) KS0998 KS0998'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0998'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0462 *********************************************************************** KT0462 DESIGNATION - C 277 KT0462 PID - KT0462 KT0462 STATE/COUNTY- CA/GLENN KT0462 USGS QUAD - LOGAN RIDGE (1973) KT0462 KT0462 *CURRENT SURVEY CONTROL KT0462 ___________________________________________________________________ KT0462* NAD 83(1986)- 39 28 27. (N) 122 20 17. (W) SCALED KT0462* NAVD 88 - 92.01 (+/-2cm) 301.9 (feet) VERTCON KT0462 ___________________________________________________________________ KT0462 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0462 KT0462 VERT ORDER - SECOND CLASS 0 (See Below) KT0462 KT0462.The horizontal coordinates were scaled from a topographic map and have KT0462.an estimated accuracy of +/- 6 seconds. KT0462 KT0462.The NAVD 88 height was computed by applying the VERTCON shift value to KT0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0462.The vertical order pertains to the NGVD 29 superseded value. KT0462 KT0462.The geoid height was determined by GEOID03. KT0462 KT0462; North East Units Estimated Accuracy KT0462;SPC CA 2 - 700,700. 1,970,910. MT (+/- 180 meters Scaled) KT0462 KT0462 SUPERSEDED SURVEY CONTROL KT0462 KT0462 NGVD 29 (??/??/92) 91.229 (m) 299.31 (f) ADJ UNCH 2 0 KT0462 KT0462.Superseded values are not recommended for survey control. KT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0462.See file dsdata.txt to determine how the superseded data were derived. KT0462 KT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ569696(NAD 83) KT0462_MARKER: DB = BENCH MARK DISK KT0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0462_STAMPING: C 277 1935 KT0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0462+STABILITY: SURFACE MOTION KT0462 KT0462 HISTORY - Date Condition Report By KT0462 HISTORY - 1935 MONUMENTED CGS KT0462 KT0462 STATION DESCRIPTION KT0462 KT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0462'12.3 MI SW FROM WILLOWS. KT0462'4.0 MILES SOUTH AND 8.3 MILES WEST ALONG THE STONYFORD ROAD KT0462'FROM WILLOWS, GLENN COUNTY, 42 FEET EAST OF THE CENTERLINE OF KT0462'THE ROAD, 18 FEET SOUTH OF THE CENTER OF A WOODEN GATE, AND KT0462'2.5 FEET WEST OF THE FENCE LINE. A STANDARD DISK, STAMPED KT0462'C 277 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0038 *********************************************************************** KT0038 DESIGNATION - C 381 KT0038 PID - KT0038 KT0038 STATE/COUNTY- CA/GLENN KT0038 USGS QUAD - WILLOWS (1969) KT0038 KT0038 *CURRENT SURVEY CONTROL KT0038 ___________________________________________________________________ KT0038* NAD 83(1986)- 39 36 41. (N) 122 12 08. (W) SCALED KT0038* NAVD 88 - 49.15 (+/-2cm) 161.3 (feet) VERTCON KT0038 ___________________________________________________________________ KT0038 GEOID HEIGHT- -28.75 (meters) GEOID03 KT0038 KT0038 VERT ORDER - SECOND CLASS 0 (See Below) KT0038 KT0038.The horizontal coordinates were scaled from a topographic map and have KT0038.an estimated accuracy of +/- 6 seconds. KT0038 KT0038.The NAVD 88 height was computed by applying the VERTCON shift value to KT0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0038.The vertical order pertains to the NGVD 29 superseded value. KT0038 KT0038.The geoid height was determined by GEOID03. KT0038 KT0038; North East Units Estimated Accuracy KT0038;SPC CA 2 - 715,900. 1,982,640. MT (+/- 180 meters Scaled) KT0038 KT0038 SUPERSEDED SURVEY CONTROL KT0038 KT0038 NGVD 29 (??/??/92) 48.405 (m) 158.81 (f) ADJ UNCH 2 0 KT0038 KT0038.Superseded values are not recommended for survey control. KT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0038.See file dsdata.txt to determine how the superseded data were derived. KT0038 KT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ684849(NAD 83) KT0038_MARKER: DB = BENCH MARK DISK KT0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0038_STAMPING: C 381 1949 KT0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0038+STABILITY: SURFACE MOTION KT0038 KT0038 HISTORY - Date Condition Report By KT0038 HISTORY - 1949 MONUMENTED CGS KT0038 KT0038 STATION DESCRIPTION KT0038 KT0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0038'1 MI SW FROM ARTOIS. KT0038'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0038'STATION AT ARTOIS, THENCE 0.4 MILE WEST ALONG COUNTY ROAD 35, KT0038'ABOUT 0.2 MILE WEST OF A CONCRETE DIP ACROSS WALKER CREEK, 37 KT0038'FEET WEST OF A FENCE CORNER, 20 FEET SOUTH OF THE CENTER LINE KT0038'OF THE ROAD, 1.4 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A KT0038'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A KT0038'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0105 *********************************************************************** KT0105 DESIGNATION - C 643 KT0105 PID - KT0105 KT0105 STATE/COUNTY- CA/GLENN KT0105 USGS QUAD - JULIAN ROCKS (1973) KT0105 KT0105 *CURRENT SURVEY CONTROL KT0105 ___________________________________________________________________ KT0105* NAD 83(1986)- 39 43 08. (N) 122 27 07. (W) SCALED KT0105* NAVD 88 - 168.35 (+/-2cm) 552.3 (feet) VERTCON KT0105 ___________________________________________________________________ KT0105 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0105 KT0105 VERT ORDER - SECOND CLASS 0 (See Below) KT0105 KT0105.The horizontal coordinates were scaled from a topographic map and have KT0105.an estimated accuracy of +/- 6 seconds. KT0105 KT0105.The NAVD 88 height was computed by applying the VERTCON shift value to KT0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0105.The vertical order pertains to the NGVD 29 superseded value. KT0105 KT0105.The geoid height was determined by GEOID03. KT0105 KT0105; North East Units Estimated Accuracy KT0105;SPC CA 2 - 727,910. 1,961,250. MT (+/- 180 meters Scaled) KT0105 KT0105 SUPERSEDED SURVEY CONTROL KT0105 KT0105 NGVD 29 (??/??/92) 167.515 (m) 549.59 (f) ADJ UNCH 2 0 KT0105 KT0105.Superseded values are not recommended for survey control. KT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0105.See file dsdata.txt to determine how the superseded data were derived. KT0105 KT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ469967(NAD 83) KT0105_MARKER: DB = BENCH MARK DISK KT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0105_STAMPING: C 643 1942 KT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0105+STABILITY: SURFACE MOTION KT0105 KT0105 HISTORY - Date Condition Report By KT0105 HISTORY - 1942 MONUMENTED CGS KT0105 KT0105 STATION DESCRIPTION KT0105 KT0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0105'11.2 MI NE FROM ELK CREEK. KT0105'11.2 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0105'GLENN COUNTY, 0.1 MILE SOUTH OF A POWER LINE, 17 FEET EAST OF THE KT0105'CENTERLINE OF THE ROAD, 17 FEET EAST OF THE CENTER OF A GATE, KT0105'1 FOOT NORTH OF A FENCE LINE, AND NEAR A WHITE WOODEN WITNESS KT0105'POST. A STANDARD DISK, STAMPED C 643 1942 AND SET IN THE TOP KT0105'OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1106 *********************************************************************** KS1106 DESIGNATION - C 743 KS1106 PID - KS1106 KS1106 STATE/COUNTY- CA/BUTTE KS1106 USGS QUAD - RICHARDSON SPRINGS (1969) KS1106 KS1106 *CURRENT SURVEY CONTROL KS1106 ___________________________________________________________________ KS1106* NAD 83(1986)- 39 47 56. (N) 121 51 16. (W) SCALED KS1106* NAVD 88 - 73.769 (meters) 242.02 (feet) ADJUSTED KS1106 ___________________________________________________________________ KS1106 GEOID HEIGHT- -27.35 (meters) GEOID03 KS1106 DYNAMIC HT - 73.731 (meters) 241.90 (feet) COMP KS1106 MODELED GRAV- 980,115.2 (mgal) NAVD 88 KS1106 KS1106 VERT ORDER - FIRST CLASS II KS1106 KS1106.This mark is at Chico Municipal Airport (CIC) KS1106 KS1106.The horizontal coordinates were scaled from a topographic map and have KS1106.an estimated accuracy of +/- 6 seconds. KS1106 KS1106.The orthometric height was determined by differential leveling KS1106.and adjusted by the National Geodetic Survey in June 1991. KS1106 KS1106.The geoid height was determined by GEOID03. KS1106 KS1106.The dynamic height is computed by dividing the NAVD 88 KS1106.geopotential number by the normal gravity value computed on the KS1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1106.degrees latitude (g = 980.6199 gals.). KS1106 KS1106.The modeled gravity was interpolated from observed gravity values. KS1106 KS1106; North East Units Estimated Accuracy KS1106;SPC CA 2 - 736,710. 2,012,470. MT (+/- 180 meters Scaled) KS1106 KS1106 SUPERSEDED SURVEY CONTROL KS1106 KS1106 NGVD 29 (??/??/??) 73.058 (m) 239.69 (f) ADJUSTED 1 2 KS1106 KS1106.Superseded values are not recommended for survey control. KS1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1106.See file dsdata.txt to determine how the superseded data were derived. KS1106 KS1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980060(NAD 83) KS1106_MARKER: DB = BENCH MARK DISK KS1106_SETTING: 36 = FOUNDATION KS1106_STAMPING: C 743 1944 KS1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1106 KS1106 HISTORY - Date Condition Report By KS1106 HISTORY - 1944 MONUMENTED CGS KS1106 HISTORY - 1975 MARK NOT FOUND NGS KS1106 HISTORY - 1987 MARK NOT FOUND USPSQD KS1106 HISTORY - 19880718 MARK NOT FOUND NGS KS1106 KS1106 STATION DESCRIPTION KS1106 KS1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 KS1106'AT CHICO MUNICIPAL AIRPORT. KS1106'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT THE NORTHEAST SIDE KS1106'OF H-SHAPED BUILDING T 1369 (POST OPERATIONS AND WEATHER STATION), KS1106'IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING THE WEATHER KS1106'STATION BAROMETER INSIDE THE BUILDING (THIS CONCRETE FOUNDATION KS1106'SURROUNDS THE THIRD CONCRETE PILLAR NORTHWEST OF THE SOUTHEAST KS1106'REAR ENTRANCE), 32.7 FEET SOUTHWEST OF THE CENTERLINE OF AN KS1106'ASPHALT SIDEWALK, 1 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE KS1106'PILLAR AND THE NORTHEAST FACE OF THE BUILDING, AND ABOUT 1 FOOT KS1106'HIGHER THAN THE GROUND. AN IRON DISK, STAMPED C 743 1944. KS1106 KS1106 STATION RECOVERY (1975) KS1106 KS1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS1106'MARK NOT FOUND. KS1106 KS1106 STATION RECOVERY (1987) KS1106 KS1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB) KS1106'MARK NOT FOUND. KS1106 KS1106 STATION RECOVERY (1988) KS1106 KS1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1106'THE BUILDING HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1149 *********************************************************************** KS1149 DESIGNATION - C 847 KS1149 PID - KS1149 KS1149 STATE/COUNTY- CA/BUTTE KS1149 USGS QUAD - NELSON (1976) KS1149 KS1149 *CURRENT SURVEY CONTROL KS1149 ___________________________________________________________________ KS1149* NAD 83(1986)- 39 36 29. (N) 121 46 09. (W) SCALED KS1149* NAVD 88 - 43.09 (+/-2cm) 141.4 (feet) VERTCON KS1149 ___________________________________________________________________ KS1149 GEOID HEIGHT- -27.62 (meters) GEOID03 KS1149 KS1149 VERT ORDER - FIRST CLASS II (See Below) KS1149 KS1149.The horizontal coordinates were scaled from a topographic map and have KS1149.an estimated accuracy of +/- 6 seconds. KS1149 KS1149.The NAVD 88 height was computed by applying the VERTCON shift value to KS1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1149.The vertical order pertains to the NGVD 29 superseded value. KS1149 KS1149.The geoid height was determined by GEOID03. KS1149 KS1149; North East Units Estimated Accuracy KS1149;SPC CA 2 - 715,530. 2,019,820. MT (+/- 180 meters Scaled) KS1149 KS1149 SUPERSEDED SURVEY CONTROL KS1149 KS1149 NGVD 29 (??/??/??) 42.383 (m) 139.05 (f) ADJUSTED 1 2 KS1149 KS1149.Superseded values are not recommended for survey control. KS1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1149.See file dsdata.txt to determine how the superseded data were derived. KS1149 KS1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ056849(NAD 83) KS1149_MARKER: DB = BENCH MARK DISK KS1149_SETTING: 30 = CULVERT KS1149_STAMPING: C 847 1948 KS1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1149 KS1149 HISTORY - Date Condition Report By KS1149 HISTORY - 1948 MONUMENTED CGS KS1149 HISTORY - 20040324 MARK NOT FOUND CADT KS1149 KS1149 STATION DESCRIPTION KS1149 KS1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1149'3 MI S FROM DURHAM. KS1149'3.0 MILES SOUTH ALONG THE SACRAMENTO NORTHERN RAILWAY FROM THE KS1149'STATION AT DURHAM, AT ESQUON, ABOUT 20 RAILS SOUTHEAST OF CROSSING KS1149'174.5, ABOUT 11 RAILS NORTHWEST OF THE PACIFIC GAS AND ELECTRIC KS1149'COMPANY SUB-STATION, AT A 48-INCH CONCRETE PIPE CULVERT, IN THE KS1149'TOP OF THE SOUTH END OF THE WEST HEAD WALL, 7.5 FEET WEST OF KS1149'THE WEST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. KS1149 KS1149 STATION RECOVERY (2004) KS1149 KS1149'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1149'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0147 *********************************************************************** KT0147 DESIGNATION - C 852 KT0147 PID - KT0147 KT0147 STATE/COUNTY- CA/GLENN KT0147 USGS QUAD - WILLOWS (1969) KT0147 KT0147 *CURRENT SURVEY CONTROL KT0147 ___________________________________________________________________ KT0147* NAD 83(1986)- 39 37 29. (N) 122 15 00. (W) SCALED KT0147* NAVD 88 - 59.44 (+/-2cm) 195.0 (feet) VERTCON KT0147 ___________________________________________________________________ KT0147 GEOID HEIGHT- -28.86 (meters) GEOID03 KT0147 KT0147 VERT ORDER - FIRST CLASS II (See Below) KT0147 KT0147.The horizontal coordinates were scaled from a topographic map and have KT0147.an estimated accuracy of +/- 6 seconds. KT0147 KT0147.The NAVD 88 height was computed by applying the VERTCON shift value to KT0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0147.The vertical order pertains to the NGVD 29 superseded value. KT0147 KT0147.The geoid height was determined by GEOID03. KT0147 KT0147; North East Units Estimated Accuracy KT0147;SPC CA 2 - 717,390. 1,978,540. MT (+/- 180 meters Scaled) KT0147 KT0147 SUPERSEDED SURVEY CONTROL KT0147 KT0147 NGVD 29 (??/??/92) 58.684 (m) 192.53 (f) ADJ UNCH 1 2 KT0147 KT0147.Superseded values are not recommended for survey control. KT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0147.See file dsdata.txt to determine how the superseded data were derived. KT0147 KT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ643863(NAD 83) KT0147_MARKER: DB = BENCH MARK DISK KT0147_SETTING: 36 = BRIDGE KT0147_STAMPING: C 852 1949 KT0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0147 KT0147 HISTORY - Date Condition Report By KT0147 HISTORY - 1949 MONUMENTED CGS KT0147 KT0147 STATION DESCRIPTION KT0147 KT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0147'9.7 MI NW FROM WILLOWS. KT0147'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0147'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 7 MILES KT0147'NORTH ALONG COUNTY ROAD D, AT A POINT WHERE THE ROAD MAKES A JOG KT0147'TO THE WEST, 150 FEET EAST OF A BEND IN THE ROAD, 78.5 FEET KT0147'WEST OF A POWER POLE, 14.5 FEET NORTH OF A FENCE LINE, 12 FEET KT0147'SOUTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE SOUTHEAST KT0147'END OF THE SOUTHEAST CONCETE WINGWALL OF A BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0989 *********************************************************************** KS0989 DESIGNATION - C 853 RESET 1950 KS0989 PID - KS0989 KS0989 STATE/COUNTY- CA/GLENN KS0989 USGS QUAD - WEST OF BIGGS (1973) KS0989 KS0989 *CURRENT SURVEY CONTROL KS0989 ___________________________________________________________________ KS0989* NAD 83(1986)- 39 27 51. (N) 121 52 18. (W) SCALED KS0989* NAVD 88 - 27.99 (+/-2cm) 91.8 (feet) VERTCON KS0989 ___________________________________________________________________ KS0989 GEOID HEIGHT- -28.29 (meters) GEOID03 KS0989 KS0989 VERT ORDER - THIRD (See Below) KS0989 KS0989.The horizontal coordinates were scaled from a topographic map and have KS0989.an estimated accuracy of +/- 6 seconds. KS0989 KS0989.The NAVD 88 height was computed by applying the VERTCON shift value to KS0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0989.The vertical order pertains to the NGVD 29 superseded value. KS0989 KS0989.The geoid height was determined by GEOID03. KS0989 KS0989; North East Units Estimated Accuracy KS0989;SPC CA 2 - 699,540. 2,011,040. MT (+/- 180 meters Scaled) KS0989 KS0989 SUPERSEDED SURVEY CONTROL KS0989 KS0989 NGVD 29 (??/??/??) 27.27 (m) 89.5 (f) RESET 3 KS0989 KS0989.Superseded values are not recommended for survey control. KS0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0989.See file dsdata.txt to determine how the superseded data were derived. KS0989 KS0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ970688(NAD 83) KS0989_MARKER: DD = SURVEY DISK KS0989_SETTING: 36 = BRIDGE KS0989_STAMPING: C 853 1949 RESET 1950 KS0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0989 KS0989 HISTORY - Date Condition Report By KS0989 HISTORY - 1950 MONUMENTED CADH KS0989 HISTORY - 1975 MARK NOT FOUND NGS KS0989 HISTORY - 1987 MARK NOT FOUND USPSQD KS0989 KS0989 STATION DESCRIPTION KS0989 KS0989'DESCRIBED BY CA DIV OF HIGHWAYS 1950 KS0989'6.4 MI E FROM BUTTE CITY. KS0989'6.4 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0989'BUTTE CITY, GLENN COUNTY, AT THE BUTTE-GLENN COUNTY LINE, AT KS0989'THE BRIDGE OVER BIG BUTTS CREEK, AND IN THE NORTH CURB OVER THE KS0989'BEARING OF THE WEST ABUTMENT. A STANDARD DISK, STAMPED C 853 1949 KS0989'RESET 1950. KS0989 KS0989 STATION RECOVERY (1975) KS0989 KS0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS0989'MARK NOT FOUND. KS0989 KS0989 STATION RECOVERY (1987) KS0989 KS0989'RECOVERY NOTE BY US POWER SQUADRON 1987 (WL) KS0989'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0990 *********************************************************************** KS0990 DESIGNATION - C 853 RESET 1975 KS0990 PID - KS0990 KS0990 STATE/COUNTY- CA/GLENN KS0990 USGS QUAD - WEST OF BIGGS (1973) KS0990 KS0990 *CURRENT SURVEY CONTROL KS0990 ___________________________________________________________________ KS0990* NAD 83(1986)- 39 27 52. (N) 121 52 10. (W) SCALED KS0990* NAVD 88 - 27.68 (+/-2cm) 90.8 (feet) VERTCON KS0990 ___________________________________________________________________ KS0990 GEOID HEIGHT- -28.29 (meters) GEOID03 KS0990 KS0990 VERT ORDER - THIRD (See Below) KS0990 KS0990.The horizontal coordinates were scaled from a topographic map and have KS0990.an estimated accuracy of +/- 6 seconds. KS0990 KS0990.The NAVD 88 height was computed by applying the VERTCON shift value to KS0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0990.The vertical order pertains to the NGVD 29 superseded value. KS0990 KS0990.The geoid height was determined by GEOID03. KS0990 KS0990; North East Units Estimated Accuracy KS0990;SPC CA 2 - 699,570. 2,011,240. MT (+/- 180 meters Scaled) KS0990 KS0990 SUPERSEDED SURVEY CONTROL KS0990 KS0990 NGVD 29 (??/??/??) 26.96 (m) 88.5 (f) RESET 3 KS0990 KS0990.Superseded values are not recommended for survey control. KS0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0990.See file dsdata.txt to determine how the superseded data were derived. KS0990 KS0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ972689(NAD 83) KS0990_MARKER: DD = SURVEY DISK KS0990_SETTING: 36 = BRIDGE KS0990_STAMPING: C 853 RESET 1975 KS0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0990 KS0990 HISTORY - Date Condition Report By KS0990 HISTORY - 1975 MONUMENTED CADT KS0990 KS0990 STATION DESCRIPTION KS0990 KS0990'DESCRIBED BY CALTRANS 1975 KS0990'6.4 MI E FROM BUTTE CITY. KS0990'6.4 MILES EAST ALONG STATE HIGHWAY ROUTE 162, FROM THE U.S. KS0990'POST OFFICE IN BUTTE CITY, AT THE BUTTE-GLEN COUNTY LINE, AT KS0990'THE BRIDGE OVER BUTTE CREEK, IN THE NORTHWEST CORNER OF BRIDGE KS0990'DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0979 *********************************************************************** KS0979 DESIGNATION - CAL 87 BB USGS KS0979 PID - KS0979 KS0979 STATE/COUNTY- CA/GLENN KS0979 USGS QUAD - BUTTE CITY (1973) KS0979 KS0979 *CURRENT SURVEY CONTROL KS0979 ___________________________________________________________________ KS0979* NAD 83(1986)- 39 27 44. (N) 121 59 24. (W) SCALED KS0979* NAVD 88 - 27.28 (+/-2cm) 89.5 (feet) VERTCON KS0979 ___________________________________________________________________ KS0979 GEOID HEIGHT- -28.54 (meters) GEOID03 KS0979 KS0979 VERT ORDER - FIRST CLASS II (See Below) KS0979 KS0979.The horizontal coordinates were scaled from a topographic map and have KS0979.an estimated accuracy of +/- 6 seconds. KS0979 KS0979.The NAVD 88 height was computed by applying the VERTCON shift value to KS0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0979.The vertical order pertains to the NGVD 29 superseded value. KS0979 KS0979.The geoid height was determined by GEOID03. KS0979 KS0979; North East Units Estimated Accuracy KS0979;SPC CA 2 - 699,320. 2,000,860. MT (+/- 180 meters Scaled) KS0979 KS0979 SUPERSEDED SURVEY CONTROL KS0979 KS0979 NGVD 29 (??/??/??) 26.549 (m) 87.10 (f) ADJUSTED 1 2 KS0979 KS0979.Superseded values are not recommended for survey control. KS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0979.See file dsdata.txt to determine how the superseded data were derived. KS0979 KS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ868685(NAD 83) KS0979_MARKER: P = PIPE CAP KS0979_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS0979_STAMPING: CAL C7 B B 1909 N KS0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0979 KS0979 HISTORY - Date Condition Report By KS0979 HISTORY - 1909 MONUMENTED USGS KS0979 HISTORY - 1949 GOOD NGS KS0979 KS0979 STATION DESCRIPTION KS0979 KS0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0979'AT BUTTE CITY. KS0979'IN BUTTE CITY, AT THE BUTTE CITY SCHOOL, 91 FEET SOUTHEAST OF KS0979'THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 69 FEET NORTH OF KS0979'THE SOUTHEAST CORNER OF A FENCE AROUND THE SCHOOL, 2 FEET SOUTH KS0979'OF A FENCE POST, 0.3 FOOT WEST OF A FENCE, AND RIVETED ON TOP KS0979'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9379 *********************************************************************** AH9379 DESIGNATION - CHICO B AH9379 PID - AH9379 AH9379 STATE/COUNTY- CA/BUTTE AH9379 USGS QUAD - BIGGS (1970) AH9379 AH9379 *CURRENT SURVEY CONTROL AH9379 ___________________________________________________________________ AH9379* NAD 83(1998)- 39 25 41.16283(N) 121 40 09.38343(W) ADJUSTED AH9379* NAVD 88 - 34.381 (meters) 112.80 (feet) ADJUSTED AH9379 ___________________________________________________________________ AH9379 EPOCH DATE - 1998.50 AH9379 X - -2,590,049.726 (meters) COMP AH9379 Y - -4,198,682.686 (meters) COMP AH9379 Z - 4,029,144.680 (meters) COMP AH9379 LAPLACE CORR- 2.05 (seconds) DEFLEC99 AH9379 ELLIP HEIGHT- 6.12 (meters) (08/10/00) GPS OBS AH9379 GEOID HEIGHT- -28.21 (meters) GEOID03 AH9379 DYNAMIC HT - 34.362 (meters) 112.74 (feet) COMP AH9379 MODELED GRAV- 980,077.4 (mgal) NAVD 88 AH9379 AH9379 HORZ ORDER - B AH9379 VERT ORDER - FIRST CLASS II AH9379 ELLP ORDER - FOURTH CLASS II AH9379 AH9379.This is a reference station for the CHICO 1 AH9379.National Continuously Operating Reference Station (CHO1). AH9379 AH9379.The horizontal coordinates were established by GPS observations AH9379.and adjusted by the National Geodetic Survey in August 2000. AH9379.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AH9379.DATUM ITEM on the data sheet items page. AH9379.The horizontal coordinates are valid at the epoch date displayed above. AH9379.The epoch date for horizontal control is a decimal equivalence AH9379.of Year/Month/Day. AH9379 AH9379.The orthometric height was determined by differential leveling AH9379.and adjusted by the National Geodetic Survey in July 2002. AH9379.No vertical observational check was made to the station. AH9379 AH9379.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH9379 AH9379.The Laplace correction was computed from DEFLEC99 derived deflections. AH9379 AH9379.The ellipsoidal height was determined by GPS observations AH9379.and is referenced to NAD 83. AH9379 AH9379.The geoid height was determined by GEOID03. AH9379 AH9379.The dynamic height is computed by dividing the NAVD 88 AH9379.geopotential number by the normal gravity value computed on the AH9379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9379.degrees latitude (g = 980.6199 gals.). AH9379 AH9379.The modeled gravity was interpolated from observed gravity values. AH9379 AH9379; North East Units Scale Factor Converg. AH9379;SPC CA 2 - 695,582.585 2,028,474.249 MT 0.99993259 +0 12 30.6 AH9379;SPC CA 2 - 2,282,090.53 6,655,085.93 sFT 0.99993259 +0 12 30.6 AH9379;UTM 10 - 4,365,129.957 614,534.386 MT 0.99976151 +0 50 42.9 AH9379 AH9379! - Elev Factor x Scale Factor = Combined Factor AH9379!SPC CA 2 - 0.99999904 x 0.99993259 = 0.99993163 AH9379!UTM 10 - 0.99999904 x 0.99976151 = 0.99976055 AH9379 AH9379 SUPERSEDED SURVEY CONTROL AH9379 AH9379 NAVD 88 (08/10/00) 34.38 (m) 112.8 (f) LEVELING 3 AH9379 AH9379.Superseded values are not recommended for survey control. AH9379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH9379.See file dsdata.txt to determine how the superseded data were derived. AH9379 AH9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1453465130(NAD 83) AH9379_MARKER: F = FLANGE-ENCASED ROD AH9379_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH9379_STAMPING: CHICO B 1999 AH9379_MARK LOGO: NGS AH9379_PROJECTION: FLUSH AH9379_MAGNETIC: I = MARKER IS A STEEL ROD AH9379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH9379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9379+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000 AH9379_ROD/PIPE-DEPTH: 9.3 meters AH9379_SLEEVE-DEPTH : 0.9 meters AH9379 AH9379 HISTORY - Date Condition Report By AH9379 HISTORY - 1999 MONUMENTED NGS AH9379 HISTORY - 20000605 GOOD NGS AH9379 AH9379 STATION DESCRIPTION AH9379 AH9379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9379'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9379'BIGGS, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 99, AH9379'THENCE 1.9 KM (1.20 MI) EASTERLY ALONG RIO BONITA ROAD, 39.0 M (128.0 AH9379'FT) WEST OF THE CENTER OF A DRIVEWAY, 10.6 M (34.8 FT) NORTH OF THE AH9379'ROAD CENTERLINE, 1.4 M (4.6 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A AH9379'CHAIN-LINK FENCE ENCLOSING THE RITTER RESIDENCE, 0.6 M (2.0 FT) SOUTH AH9379'OF THE FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD. AH9379'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE AH9379'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE AH9379'MONUMENT IS ON PROPERTY OWNED BY JOHN RIDDER, WHO LIVES AT THE AH9379'MONUMENT SITE, 459 EAST RIO BONITA ROAD, BIGGS, CA 85917. AH9379 AH9379 STATION RECOVERY (2000) AH9379 AH9379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) AH9379'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9379'BIGGS, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 99, AH9379'THENCE 1.9 KM (1.20 MI) EASTERLY ALONG RIO BONITA ROAD, 39.0 M (128.0 AH9379'FT) WEST OF THE CENTER OF A DRIVEWAY, 10.6 M (34.8 FT) NORTH OF THE AH9379'ROAD CENTERLINE, 1.4 M (4.6 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A AH9379'CHAIN-LINK FENCE ENCLOSING THE RITTER RESIDENCE, 0.6 M (2.0 FT) SOUTH AH9379'OF THE FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD. AH9379'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THIS IS AH9379'A CORS SITE REFERENCE MARK. THE SLEEVE DEPTH DOES NOT MEET THE AH9379'SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON PROPERTY OWNED AH9379'BY JOHN RIDDER, WHO LIVES AT THE MONUMENT SITE, 459 EAST RIO BONITA AH9379'ROAD, BIGGS, CA 85917. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1894 *********************************************************************** KS1894 DESIGNATION - CHICO RESET KS1894 PID - KS1894 KS1894 STATE/COUNTY- CA/BUTTE KS1894 USGS QUAD - CHICO (1978) KS1894 KS1894 *CURRENT SURVEY CONTROL KS1894 ___________________________________________________________________ KS1894* NAD 83(1992)- 39 44 01.28574(N) 121 50 09.33820(W) ADJUSTED KS1894* NAVD 88 - 62.656 (meters) 205.56 (feet) ADJUSTED KS1894 ___________________________________________________________________ KS1894 EPOCH DATE - 1991.35 KS1894 LAPLACE CORR- 4.07 (seconds) DEFLEC99 KS1894 GEOID HEIGHT- -27.41 (meters) GEOID03 KS1894 DYNAMIC HT - 62.625 (meters) 205.46 (feet) COMP KS1894 MODELED GRAV- 980,126.4 (mgal) NAVD 88 KS1894 KS1894 HORZ ORDER - FIRST KS1894 VERT ORDER - FIRST CLASS II KS1894 KS1894.The horizontal coordinates were established by classical geodetic methods KS1894.and adjusted by the National Geodetic Survey in March 1994. KS1894.The horizontal coordinates are valid at the epoch date displayed above. KS1894.The epoch date for horizontal control is a decimal equivalence KS1894.of Year/Month/Day. KS1894 KS1894.The orthometric height was determined by differential leveling KS1894.and adjusted by the National Geodetic Survey in June 1991. KS1894 KS1894.The Laplace correction was computed from DEFLEC99 derived deflections. KS1894 KS1894.The geoid height was determined by GEOID03. KS1894 KS1894.The dynamic height is computed by dividing the NAVD 88 KS1894.geopotential number by the normal gravity value computed on the KS1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1894.degrees latitude (g = 980.6199 gals.). KS1894 KS1894.The modeled gravity was interpolated from observed gravity values. KS1894 KS1894; North East Units Scale Factor Converg. KS1894;SPC CA 2 - 729,470.467 2,014,064.773 MT 0.99997877 +0 06 12.4 KS1894;SPC CA 2 - 2,393,271.02 6,607,810.84 sFT 0.99997877 +0 06 12.4 KS1894;UTM 10 - 4,398,847.929 599,751.097 MT 0.99972250 +0 44 39.0 KS1894 KS1894! - Elev Factor x Scale Factor = Combined Factor KS1894!SPC CA 2 - 0.99999447 x 0.99997877 = 0.99997324 KS1894!UTM 10 - 0.99999447 x 0.99972250 = 0.99971697 KS1894 KS1894: Primary Azimuth Mark Grid Az KS1894:SPC CA 2 - CHICO AZ MK 057 26 07.9 KS1894:UTM 10 - CHICO AZ MK 056 47 41.3 KS1894 KS1894|---------------------------------------------------------------------| KS1894| PID Reference Object Distance Geod. Az | KS1894| dddmmss.s | KS1894| DB7016 CHICO RM 3 35.936 METERS 00914 | KS1894| DB7014 CHICO RM 1 37.457 METERS 01844 | KS1894| KS1909 KHSL RADIO MAST APPROX. 2.9 KM 0501031.3 | KS1894| DB7013 CHICO AZ MK 0573220.3 | KS1894| KS1902 CHICO RADIO STA KHSL EAST MAST APPROX. 4.1 KM 0920019.8 | KS1894| DB7017 CHICO RM 4 26.336 METERS 09553 | KS1894| KS1899 CHICO RADIO STA KPAY CEN MAST APPROX. 4.8 KM 1231651.9 | KS1894| KS1895 CHICO WEST MUNICIPAL TANK APPROX. 1.3 KM 2242607.7 | KS1894| DB7015 CHICO RM 2 43.015 METERS 23542 | KS1894| KS1897 CHICO PTT CO MICROWAVE TOWER APPROX. 2.8 KM 2785830.8 | KS1894| KS1896 CHICO NORTH MUNICIPAL TANK APPROX. 1.5 KM 3152619.1 | KS1894| KS1911 AIRPORT BEACON CHICO MUN APT APPROX. 7.5 KM 3490718.3 | KS1894|---------------------------------------------------------------------| KS1894 KS1894 SUPERSEDED SURVEY CONTROL KS1894 KS1894 NAD 83(1986)- 39 44 01.27552(N) 121 50 09.33735(W) AD(1984.00) 1 KS1894 NAD 27 - 39 44 01.69300(N) 121 50 05.41400(W) AD( ) 1 KS1894 KS1894.Superseded values are not recommended for survey control. KS1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1894.See file dsdata.txt to determine how the superseded data were derived. KS1894 KS1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9975198848(NAD 83) KS1894_MARKER: DS = TRIANGULATION STATION DISK KS1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1894_STAMPING: CHICO 1939 1961 KS1894_MARK LOGO: CGS KS1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1894+STABILITY: SURFACE MOTION KS1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1894+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1894 KS1894 HISTORY - Date Condition Report By KS1894 HISTORY - 1939 MONUMENTED CGS KS1894 HISTORY - 1949 SEE DESCRIPTION USE KS1894 HISTORY - 1960 SEE DESCRIPTION CGS KS1894 HISTORY - 1961 SEE DESCRIPTION CGS KS1894 HISTORY - 1961 GOOD CGS KS1894 HISTORY - 1972 SEE DESCRIPTION NGS KS1894 HISTORY - 19880725 GOOD NGS KS1894 HISTORY - 19971011 GOOD USPSQD KS1894 HISTORY - 20040324 GOOD CADT KS1894 KS1894 STATION DESCRIPTION KS1894 KS1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1894'STATION IS LOCATED ABOUT 1/4 MILE NORTHEAST OF CHICO, NEAR KS1894'THE WEST END OF BIDWELL STATE PARK. KS1894' KS1894'REACHED FROM THE INTERSECTION OF MAIN STREET AND EAST KS1894'SECOND STREET IN CHICO BY GOING NORTHEAST ON EAST SECOND KS1894'STREET 2-1/2 BLOCKS TO BRIDGE OVER LITTLE CHICO CREEK, BEAR KS1894'LEFT ACROSS BRIDGE FOR A SHORT DISTANCE, THENCE RIGHT INTO KS1894'PARK ON OILED ROAD AND GO 0.15 MILE ALONG NORTH SIDE OF PARK KS1894'TO STATION ON RIGHT. KS1894' KS1894'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK KS1894'OF CONCRETE PROJECTING ABOUT 1 INCH ABOVE THE GROUND, MARK KS1894'IS 45 FEET SOUTH OF EAST-AND-WEST FENCE LINE, ABOUT 15 FEET KS1894'SOUTH OF BRIDLE PATH, AND IS STAMPED CHICO 1939. KS1894' KS1894'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET AS DESCRIBED KS1894'IN NOTE 7A. KS1894' KS1894'REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OF KS1894'CONCRETE. NO. 1 IS SET ACROSS THE OILED ROAD LEADING TO KS1894'STATION IN THE NORTHWEST CORNER OF THE INTERSECTION OF THE KS1894'T-ROAD, 3 FEET WEST OF POWER POLE. MARK STAMPED CHICO NO. 1 KS1894'1939. NO. 2 IS SET ABOUT 80 FEET SOUTH OF THE EAST-WEST KS1894'FENCE LINE. STAMPED CHICO NO. 2 1939. KS1894' KS1894'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF KS1894'CONCRETE 0.4 MILE EAST OF STATION IN THE SOUTHEAST CORNER OF KS1894'T-ROAD INTERSECTION AT FENCE CORNER. REACHED FROM STATION KS1894'BY CONTINUING EAST ON OILED ROAD FOR 0.4 MILE TO T-INTERSECTION. KS1894'MARK STAMPED CHICO 1939. KS1894 KS1894 STATION RECOVERY (1949) KS1894 KS1894'RECOVERY NOTE BY US ENGINEERS 1949 KS1894'LETTER OF CAPT. R.F.A. STUDDS, SUPVR., WESTERN DISTRICT, SAN KS1894'FRANCISCO, CALIF., DATED MARCH 9, 1949-- KS1894' KS1894'THE DISTRICT ENGINEER OF THE SACRAMENTO DISTRICT STATES THAT KS1894'THE AZIMUTH MARK HAS BEEN DESTROYED. THE STATION MARK AND KS1894'REFERENCE MARKS ARE STILL IN PLACE AND IN GOOD CONDITION. KS1894 KS1894 STATION RECOVERY (1960) KS1894 KS1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV) KS1894'STATION AND ONE REFERENCE MARK RECOVERED AS DESCRIBED. THE KS1894'AZIMUTH MARK AND REFERENCE MARK NO. 1 ARE DESTROYED. THE KS1894'DISTANCE TO REFERENCE MARK NO. 2 WAS MEASURED AND FAILED KS1894'TO AGREE WITH THE 1939 DISTANCE BY THREE FEET. IT WAS NOT KS1894'POSSIBLE TO DETERMINE WHETHER THE STATION WAS MOVED OR NOT. KS1894 KS1894 STATION RECOVERY (1961) KS1894 KS1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) KS1894'STATION MARK AND AZIMUTH MARK WERE RECOVERED. THE STATION KS1894'SURFACE MARK WAS LOWERED TO FACILITATE MOWING. REFERENCE KS1894'MARKS 1 AND 2 WERE NOT RECOVERED, REFERENCE MARKS 3 AND 4 KS1894'WERE ESTABLISHED. THE AZIMUTH MARK SHOWED SIGNS OF BEING KS1894'DISTURBED, A DIFFERENCE OF THIRTY-THREE SECONDS WAS NOTED IN KS1894'DIRECTION, HOWEVER THE MARK IS IN A SOLID CONDITION. FOLLOWING KS1894'IS A NEW AND COMPLETE DESCRIPTION. KS1894' KS1894'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A PUBLIC KS1894'PARK, NEAR THE NORTHEAST EDGE OF CHICO. KS1894' KS1894'THE STATION SURFACE MARK IS A STANDARD DISK, STAMPED CHICO KS1894'1939 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST KS1894'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 135 FEET SOUTHEAST KS1894'OF THE SOUTHEAST CORNER OF A SERVICE STATION BUILDING, 113 FEET KS1894'SOUTHWEST OF THE CENTERLINE OF MANGROVE AVENUE, 91 FEET WEST KS1894'OF THE NORTHWEST END OF A BRIDGE, 71 FEET SOUTHEAST OF THE KS1894'CENTERLINE OF VALLOMBROSA AVENUE AND 56 FEET SOUTHWEST OF A KS1894'POWERLINE POLE. THE UNDERGROUND MARK IS A STANDARD DISK, KS1894'STAMPED CHICO 1939, SET IN AN IRREGULAR MASS OF CONCRETE 26 KS1894'INCHES BELOW THE GROUND SURFACE. (NOTES 1A AND 7A) KS1894' KS1894'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHICO NO 3 1939, KS1894'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE NORTHWEST KS1894'SIDE OF VALLOMBROSA AVENUE. IT IS 72 FEET SOUTHWEST OF THE KS1894'CENTERLINE OF MANGROVE AVENUE, 66 FEET EAST OF THE NORTHEAST KS1894'CORNER OF THE BUILDING, 33 FEET NORTHWEST OF THE CENTERLINE KS1894'OF VALLOMBROSA AVENUE, 5 FEET NORTHWEST OF A POWERLINE POLE KS1894'NUMBER 641 AND 1.5 FEET EAST OF A FIREPLUG. KS1894' KS1894'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHICO NO 4 1939, KS1894'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE SOUTHWEST SIDE KS1894'OF MANGROVE AVENUE. IT IS 111 FEET SOUTHEAST OF THE CENTERLINE KS1894'OF VALLOMBROSA AVENUE, 54 FEET SOUTHEAST OF A POWERLINE POLE, KS1894'32 FEET SOUTHWEST OF THE CENTERLINE OF MANGROVE AVENUE AND 12 KS1894'FEET NORTHWEST OF THE NORTHWEST END OF THE BRIDGE. KS1894' KS1894'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHICO 1939, SET IN KS1894'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES. KS1894'IT IS 33 FEET NORTHEAST OF THE CENTERLINE OF VALLOMBROSA WAY, KS1894'26 FEET SOUTHEAST OF THE CENTERLINE OF VALLOMBROSA AVENUE, KS1894'19.5 FEET SOUTHWEST OF POWERLINE POLE NUMBER 753 AND 3 FEET KS1894'NORTH OF A FENCE CORNER. (NOTE 16A) KS1894' KS1894'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST KS1894'ON VALLOMBROSA AVENUE FOR 0.4 MILE TO THE JUNCTION WITH KS1894'VALLOMBROSA WAY AND THE AZIMUTH MARK ON THE RIGHT IN THE KS1894'SOUTHEAST ANGLE OF THE INTERSECTION. KS1894' KS1894'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. KS1894 KS1894 STATION RECOVERY (1961) KS1894 KS1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 KS1894'RECOVERED IN GOOD CONDITION. KS1894 KS1894 STATION RECOVERY (1972) KS1894 KS1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF) KS1894'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH KS1894'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961. KS1894'THE DIRECTION TO THE INTERSECTION STATIONS AND THE MARKS KS1894'COMPARED VERY WELL WITH THE 1961 DATA. A DIFFERENCE IN THE KS1894'DISTANCE OF .028 METERS TO REFERENCE MARK 4 WAS NOTED AND KS1894'CHECKED IN THE FIELD. KS1894' KS1894'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET. KS1894' KS1894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHICO KS1894 KS1894 STATION RECOVERY (1988) KS1894 KS1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1894'IN CHICO, AT THE INTERSECTION OF VALLOMBROSA AND MANGROVE AVENUES, KS1894'30.5 M (100.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES KS1894'OF MANGROVE AVENUE, 27.6 M (90.6 FT) NORTHWEST OF THE NORTHWEST CORNER KS1894'OF A BRIDGE SPANNING BIG CHICO CREEK, 21.4 M (70.2 FT) SOUTHEAST OF KS1894'THE CENTERLINE OF VALLOMBROSA AVENUE, 0.3 M (1.0 FT) BELOW VALLOMBROSA KS1894'AVENUE, AND IN TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE KS1894'GROUND SURFACE. KS1894 KS1894 STATION RECOVERY (1997) KS1894 KS1894'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1894'RECOVERED IN GOOD CONDITION. KS1894 KS1894 STATION RECOVERY (2004) KS1894 KS1894'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1894'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1901 *********************************************************************** KS1901 DESIGNATION - COON KS1901 PID - KS1901 KS1901 STATE/COUNTY- CA/BUTTE KS1901 USGS QUAD - CHICO (1978) KS1901 KS1901 *CURRENT SURVEY CONTROL KS1901 ___________________________________________________________________ KS1901* NAD 83(1992)- 39 40 36.38267(N) 121 45 33.22472(W) ADJUSTED KS1901* NAVD 88 - 69.114 (meters) 226.75 (feet) ADJUSTED KS1901 ___________________________________________________________________ KS1901 EPOCH DATE - 1991.35 KS1901 LAPLACE CORR- 2.39 (seconds) DEFLEC99 KS1901 GEOID HEIGHT- -27.41 (meters) GEOID03 KS1901 DYNAMIC HT - 69.078 (meters) 226.63 (feet) COMP KS1901 MODELED GRAV- 980,112.5 (mgal) NAVD 88 KS1901 KS1901 HORZ ORDER - SECOND KS1901 VERT ORDER - FIRST CLASS II KS1901 KS1901.The horizontal coordinates were established by classical geodetic methods KS1901.and adjusted by the National Geodetic Survey in March 1994. KS1901.The horizontal coordinates are valid at the epoch date displayed above. KS1901.The epoch date for horizontal control is a decimal equivalence KS1901.of Year/Month/Day. KS1901 KS1901.The orthometric height was determined by differential leveling KS1901.and adjusted by the National Geodetic Survey in June 1991. KS1901 KS1901.The Laplace correction was computed from DEFLEC99 derived deflections. KS1901 KS1901.The geoid height was determined by GEOID03. KS1901 KS1901.The dynamic height is computed by dividing the NAVD 88 KS1901.geopotential number by the normal gravity value computed on the KS1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1901.degrees latitude (g = 980.6199 gals.). KS1901 KS1901.The modeled gravity was interpolated from observed gravity values. KS1901 KS1901; North East Units Scale Factor Converg. KS1901;SPC CA 2 - 723,165.809 2,020,656.285 MT 0.99996800 +0 09 06.5 KS1901;SPC CA 2 - 2,372,586.49 6,629,436.50 sFT 0.99996800 +0 09 06.5 KS1901;UTM 10 - 4,392,618.871 606,411.070 MT 0.99973941 +0 47 32.1 KS1901 KS1901! - Elev Factor x Scale Factor = Combined Factor KS1901!SPC CA 2 - 0.99999346 x 0.99996800 = 0.99996146 KS1901!UTM 10 - 0.99999346 x 0.99973941 = 0.99973287 KS1901 KS1901: Primary Azimuth Mark Grid Az KS1901:SPC CA 2 - BUTTE CREEK 320 49 47.7 KS1901:UTM 10 - BUTTE CREEK 320 11 22.1 KS1901 KS1901|---------------------------------------------------------------------| KS1901| PID Reference Object Distance Geod. Az | KS1901| dddmmss.s | KS1901| DB7101 COON RM 1 24.455 METERS 02718 | KS1901| DB7102 COON RM 2 28.440 METERS 07955 | KS1901| KS1900 BUTTE CREEK APPROX. 2.4 KM 3205854.2 | KS1901|---------------------------------------------------------------------| KS1901 KS1901 SUPERSEDED SURVEY CONTROL KS1901 KS1901 NAD 83(1986)- 39 40 36.37175(N) 121 45 33.22345(W) AD(1984.00) 2 KS1901 NAD 27 - 39 40 36.78614(N) 121 45 29.30826(W) AD( ) 2 KS1901 NGVD 29 (07/19/86) 68.4 (m) 224. (f) VERT ANG KS1901 KS1901.Superseded values are not recommended for survey control. KS1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1901.See file dsdata.txt to determine how the superseded data were derived. KS1901 KS1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0641192619(NAD 83) KS1901_MARKER: DS = TRIANGULATION STATION DISK KS1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1901_STAMPING: COON 1972 KS1901_MARK LOGO: CADH KS1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1901+STABILITY: SURFACE MOTION KS1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1901+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1901 KS1901 HISTORY - Date Condition Report By KS1901 HISTORY - 1972 MONUMENTED CADT KS1901 HISTORY - 1972 GOOD CADH KS1901 HISTORY - 19880725 GOOD NGS KS1901 HISTORY - 20040324 GOOD CADT KS1901 KS1901 STATION DESCRIPTION KS1901 KS1901'DESCRIBED BY CALTRANS 1972 (DRG) KS1901'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF CHICO ON WEST SIDE KS1901'OF STATE HIGHWAY ROUTE 99 ON COON RIDGE. KS1901' KS1901'TO REACH THE STATION FROM STATE HIGHWAY ROUTE 99 AND SKYWAY KS1901'OVERCROSSING (BRIDGE NO. 12-167) IN CHICO, GO SOUTH ON ROUTE 99 KS1901'1.9 MILES TO THE BUTTE CREEK BRIDGE (BRIDGE NO. 12-126), CONTINUE KS1901'SOUTH ON ROUTE 99 1.6 MILES TO A GATE IN WEST RIGHT OF WAY FENCE, KS1901'TURN RIGHT THROUGH GATE AND FOLLOW RIGHT OF WAY FENCE NORTHERLY KS1901'0.1 MILE TO STATION. KS1901' KS1901'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED COON KS1901'1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE CYLINDER KS1901'PROJECTING 1 INCH ABOVE GROUND SURFACE. IT IS 74.2 FEET SOUTHWEST KS1901'OF FENCE AND 214.0 FEET SOUTHWEST OF CENTER LINE OF ROUTE 99. KS1901' KS1901'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE DISK, WAS CEMENTED KS1901'INTO BEDROCK, 1.7 FEET BELOW THE SURFACE. KS1901' KS1901'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED COON KS1901'RM NO. 1 1972 SET IN THE TOP OF A 14 INCH DIAMETER CONCRETE CYLINDER KS1901'PROJECTING 4 INCHES AND 0.5 FEET LOWER THAN STATION, 2.6 FEET KS1901'NORTHEAST OF FENCE AND 2.4 FEET NORTHEAST OF METAL WITNESS POST. KS1901' KS1901'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED COON KS1901'RM NO. 2 1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE KS1901'CYLINDER PROJECTING 2 INCHES AND 3.0 FEET LOWER THAN STATION. IT KS1901'IS 2.2 FEET NORTHEAST OF FENCE. KS1901' KS1901'NOTE--NO AZIMUTH MARK SET TO STATION. KS1901' KS1901'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS. KS1901 KS1901 STATION RECOVERY (1972) KS1901 KS1901'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1901'RECOVERED IN GOOD CONDITION. KS1901 KS1901 STATION RECOVERY (1988) KS1901 KS1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1901'9.9 KM (6.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1901'JUNCTION OF 1ST AVENUE IN CHICO, 42.6 M (139.8 FT) SOUTHWEST OF THE KS1901'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 25.0 M (82.0 FT) KS1901'SOUTH-SOUTHWEST OF A WITNESS POST, 20.0 M (65.6 FT) SOUTHWEST OF A KS1901'FENCE, 5.0 M (16.4 FT) ABOVE THE LEVEL OF THE DRIVE, AND IN A CONCRETE KS1901'MONUMENT THAT PROJECTS 0.03 M (0.1 FT) ABOVE THE GROUND SURFACE. KS1901 KS1901 STATION RECOVERY (2004) KS1901 KS1901'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1901'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0137 *********************************************************************** KT0137 DESIGNATION - D 1079 KT0137 PID - KT0137 KT0137 STATE/COUNTY- CA/GLENN KT0137 USGS QUAD - FRUTO (1973) KT0137 KT0137 *CURRENT SURVEY CONTROL KT0137 ___________________________________________________________________ KT0137* NAD 83(1986)- 39 35 54. (N) 122 30 03. (W) SCALED KT0137* NAVD 88 - 327.63 (+/-2cm) 1074.9 (feet) VERTCON KT0137 ___________________________________________________________________ KT0137 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0137 KT0137 VERT ORDER - FIRST CLASS II (See Below) KT0137 KT0137.The horizontal coordinates were scaled from a topographic map and have KT0137.an estimated accuracy of +/- 6 seconds. KT0137 KT0137.The NAVD 88 height was computed by applying the VERTCON shift value to KT0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0137.The vertical order pertains to the NGVD 29 superseded value. KT0137 KT0137.The geoid height was determined by GEOID03. KT0137 KT0137; North East Units Estimated Accuracy KT0137;SPC CA 2 - 714,550. 1,956,990. MT (+/- 180 meters Scaled) KT0137 KT0137 SUPERSEDED SURVEY CONTROL KT0137 KT0137 NGVD 29 (??/??/92) 326.787 (m) 1072.13 (f) ADJ UNCH 1 2 KT0137 KT0137.Superseded values are not recommended for survey control. KT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0137.See file dsdata.txt to determine how the superseded data were derived. KT0137 KT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ428832(NAD 83) KT0137_MARKER: DB = BENCH MARK DISK KT0137_SETTING: 80 = SET IN A BOULDER KT0137_STAMPING: D 1079 1967 KT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0137+STABILITY: SURFACE MOTION KT0137 KT0137 HISTORY - Date Condition Report By KT0137 HISTORY - 1967 MONUMENTED CGS KT0137 KT0137 STATION DESCRIPTION KT0137 KT0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0137'3.4 MI E FROM ELK CREEK. KT0137'3.4 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE AT KT0137'ELK CREEK, IN THE TOP OF A 4- BY 4-FOOT BOULDER PROJECTING ABOUT KT0137'1/2 FOOT, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 195 FEET KT0137'EAST-SOUTHEAST OF POWER POLE 18.2 WITH A GUY WIRE, 22.0 FEET NORTH KT0137'OF A FENCE, 3 1/2 FEET WEST OF THE WEST SIDE OF A BOULDER WHICH KT0137'PROJECTS ABOUT 2 FEET, 22.0 FEET NORTH OF A WITNESS POST, AND KT0137'ABOUT 3 FEET LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1936 *********************************************************************** KS1936 DESIGNATION - D 1434 KS1936 PID - KS1936 KS1936 STATE/COUNTY- CA/BUTTE KS1936 USGS QUAD - CHICO (1978) KS1936 KS1936 *CURRENT SURVEY CONTROL KS1936 ___________________________________________________________________ KS1936* NAD 83(1986)- 39 41 22. (N) 121 46 19. (W) SCALED KS1936* NAVD 88 - 64.373 (meters) 211.20 (feet) ADJUSTED KS1936 ___________________________________________________________________ KS1936 GEOID HEIGHT- -27.40 (meters) GEOID03 KS1936 DYNAMIC HT - 64.340 (meters) 211.09 (feet) COMP KS1936 MODELED GRAV- 980,114.0 (mgal) NAVD 88 KS1936 KS1936 VERT ORDER - FIRST CLASS II KS1936 KS1936.The horizontal coordinates were scaled from a topographic map and have KS1936.an estimated accuracy of +/- 6 seconds. KS1936 KS1936.The orthometric height was determined by differential leveling KS1936.and adjusted by the National Geodetic Survey in June 1991. KS1936 KS1936.The geoid height was determined by GEOID03. KS1936 KS1936.The dynamic height is computed by dividing the NAVD 88 KS1936.geopotential number by the normal gravity value computed on the KS1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1936.degrees latitude (g = 980.6199 gals.). KS1936 KS1936.The modeled gravity was interpolated from observed gravity values. KS1936 KS1936; North East Units Estimated Accuracy KS1936;SPC CA 2 - 724,570. 2,019,560. MT (+/- 180 meters Scaled) KS1936 KS1936 SUPERSEDED SURVEY CONTROL KS1936 KS1936.No superseded survey control is available for this station. KS1936 KS1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ053940(NAD 83) KS1936_MARKER: I = METAL ROD KS1936_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KS1936+WITH SETTING: INFORMATION. KS1936_STAMPING: D 1434 1988 KS1936_MARK LOGO: NGS KS1936_MAGNETIC: I = MARKER IS A STEEL ROD KS1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1936+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1936 KS1936 HISTORY - Date Condition Report By KS1936 HISTORY - 1988 MONUMENTED NGS KS1936 KS1936 STATION DESCRIPTION KS1936 KS1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1936'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1936'JUNCTION OF 1ST AVENUE IN CHICO, A METAL ROD DRIVEN 1.2 METERS AND KS1936'FLUSH WITH THE GROUND, 139.0 M (456.0 FT) SOUTHEAST OF THE KS1936'EXTENDED CENTER OF A PAVED ROAD LEADING SOUTHWEST, 14.7 M (48.2 FT) KS1936'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, KS1936'13.8 M (45.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 2.4 M KS1936'(7.9 FT) SOUTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL KS1936'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND KS1936'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0898 *********************************************************************** KS0898 DESIGNATION - D 18 KS0898 PID - KS0898 KS0898 STATE/COUNTY- CA/BUTTE KS0898 USGS QUAD - GRIDLEY (1973) KS0898 KS0898 *CURRENT SURVEY CONTROL KS0898 ___________________________________________________________________ KS0898* NAD 83(1986)- 39 21 53. (N) 121 41 42. (W) SCALED KS0898* NAVD 88 - 28.512 (meters) 93.54 (feet) ADJUSTED KS0898 ___________________________________________________________________ KS0898 GEOID HEIGHT- -28.49 (meters) GEOID03 KS0898 DYNAMIC HT - 28.496 (meters) 93.49 (feet) COMP KS0898 MODELED GRAV- 980,073.2 (mgal) NAVD 88 KS0898 KS0898 VERT ORDER - FIRST CLASS II KS0898 KS0898.The horizontal coordinates were scaled from a topographic map and have KS0898.an estimated accuracy of +/- 6 seconds. KS0898 KS0898.The orthometric height was determined by differential leveling KS0898.and adjusted by the National Geodetic Survey in June 1991. KS0898 KS0898.The geoid height was determined by GEOID03. KS0898 KS0898.The dynamic height is computed by dividing the NAVD 88 KS0898.geopotential number by the normal gravity value computed on the KS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0898.degrees latitude (g = 980.6199 gals.). KS0898 KS0898.The modeled gravity was interpolated from observed gravity values. KS0898 KS0898; North East Units Estimated Accuracy KS0898;SPC CA 2 - 688,540. 2,026,280. MT (+/- 180 meters Scaled) KS0898 KS0898 SUPERSEDED SURVEY CONTROL KS0898 KS0898 NGVD 29 (??/??/??) 27.814 (m) 91.25 (f) ADJUSTED 1 2 KS0898 KS0898.Superseded values are not recommended for survey control. KS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0898.See file dsdata.txt to determine how the superseded data were derived. KS0898 KS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ124580(NAD 83) KS0898_MARKER: DB = BENCH MARK DISK KS0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0898_STAMPING: D 18 1919 91.191 FEET KS0898_MARK LOGO: CGS KS0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0898+STABILITY: SURFACE MOTION KS0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0898+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0898 KS0898 HISTORY - Date Condition Report By KS0898 HISTORY - 1919 MONUMENTED CGS KS0898 HISTORY - 1949 GOOD NGS KS0898 HISTORY - 19870613 GOOD USPSQD KS0898 HISTORY - 19880805 GOOD NGS KS0898 HISTORY - 20040324 GOOD CADT KS0898 KS0898 STATION DESCRIPTION KS0898 KS0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0898'AT GRIDLEY. KS0898'AT GRIDLEY, IN THE NORTHEAST CORNER OF THE CITY PLAZA, ALONG KS0898'THE SOUTHERN PACIFIC CO. RAILROAD, 138 FEET NORTHWEST OF THE KS0898'NORTHWEST CORNER OF THE STATION, 39 FEET SOUTH OF THE SOUTH KS0898'CURB OF HAZEL STREET, 21 FEET WEST OF THE WEST RAIL, 9 FEET KS0898'SOUTH OF A TREE, 2 FEET WEST OF A 2-FOOT CONCRETE CURB ALONG THE KS0898'EAST SIDE OF THE PLAZA, AND SET IN THE TOP OF A 3- BY 6-INCH MARBLE KS0898'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. KS0898 KS0898 STATION RECOVERY (1987) KS0898 KS0898'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) KS0898'RECOVERED IN GOOD CONDITION. KS0898 KS0898 STATION RECOVERY (1988) KS0898 KS0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0898'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--138 KS0898'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION. KS0898 KS0898 STATION RECOVERY (2004) KS0898 KS0898'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0898'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0742 *********************************************************************** KT0742 DESIGNATION - D 216 KT0742 PID - KT0742 KT0742 STATE/COUNTY- CA/GLENN KT0742 USGS QUAD - CHROME (1968) KT0742 KT0742 *CURRENT SURVEY CONTROL KT0742 ___________________________________________________________________ KT0742* NAD 83(1986)- 39 39 03. (N) 122 31 30. (W) SCALED KT0742* NAVD 88 - 201.04 (+/-2cm) 659.6 (feet) VERTCON KT0742 ___________________________________________________________________ KT0742 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0742 KT0742 VERT ORDER - SECOND CLASS 0 (See Below) KT0742 KT0742.The horizontal coordinates were scaled from a topographic map and have KT0742.an estimated accuracy of +/- 6 seconds. KT0742 KT0742.The NAVD 88 height was computed by applying the VERTCON shift value to KT0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0742.The vertical order pertains to the NGVD 29 superseded value. KT0742 KT0742.The geoid height was determined by GEOID03. KT0742 KT0742; North East Units Estimated Accuracy KT0742;SPC CA 2 - 720,390. 1,954,940. MT (+/- 180 meters Scaled) KT0742 KT0742 SUPERSEDED SURVEY CONTROL KT0742 KT0742 NGVD 29 (??/??/92) 200.21 (m) 656.9 (f) COMPUTED 2 0 KT0742 KT0742.Superseded values are not recommended for survey control. KT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0742.See file dsdata.txt to determine how the superseded data were derived. KT0742 KT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ407891(NAD 83) KT0742_MARKER: DB = BENCH MARK DISK KT0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0742_STAMPING: D 216 1935 KT0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0742+STABILITY: SURFACE MOTION KT0742 KT0742 HISTORY - Date Condition Report By KT0742 HISTORY - 1935 MONUMENTED CGS KT0742 HISTORY - 1967 MARK NOT FOUND NGS KT0742 KT0742 STATION DESCRIPTION KT0742 KT0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0742'3.6 MI N FROM ELK CREEK. KT0742'3.6 MILES NORTH ALONG THE PASKENTA ROAD FROM ELK CREEK, GLENN KT0742'COUNTY, 97 FEET SOUTH OF THREE TREES BLAZED ON THE SOUTH SIDE, KT0742'25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET WEST OF KT0742'THE FENCE. A STANDARD DISK, STAMPED D 216 1935 AND SET IN THE KT0742'TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0130 *********************************************************************** KT0130 DESIGNATION - D 226 KT0130 PID - KT0130 KT0130 STATE/COUNTY- CA/GLENN KT0130 USGS QUAD - FRUTO (1973) KT0130 KT0130 *CURRENT SURVEY CONTROL KT0130 ___________________________________________________________________ KT0130* NAD 83(1986)- 39 35 13. (N) 122 24 54. (W) SCALED KT0130* NAVD 88 - 160.39 (+/-2cm) 526.2 (feet) VERTCON KT0130 ___________________________________________________________________ KT0130 GEOID HEIGHT- -29.13 (meters) GEOID03 KT0130 KT0130 VERT ORDER - SECOND CLASS 0 (See Below) KT0130 KT0130.The horizontal coordinates were scaled from a topographic map and have KT0130.an estimated accuracy of +/- 6 seconds. KT0130 KT0130.The NAVD 88 height was computed by applying the VERTCON shift value to KT0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0130.The vertical order pertains to the NGVD 29 superseded value. KT0130 KT0130.The geoid height was determined by GEOID03. KT0130 KT0130; North East Units Estimated Accuracy KT0130;SPC CA 2 - 713,250. 1,964,350. MT (+/- 180 meters Scaled) KT0130 KT0130 SUPERSEDED SURVEY CONTROL KT0130 KT0130 NGVD 29 (??/??/92) 159.584 (m) 523.57 (f) ADJ UNCH 2 0 KT0130 KT0130.Superseded values are not recommended for survey control. KT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0130.See file dsdata.txt to determine how the superseded data were derived. KT0130 KT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ502820(NAD 83) KT0130_MARKER: DB = BENCH MARK DISK KT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0130_STAMPING: D 226 1935 KT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0130+STABILITY: SURFACE MOTION KT0130 KT0130 HISTORY - Date Condition Report By KT0130 HISTORY - 1935 MONUMENTED CGS KT0130 HISTORY - 1958 MARK NOT FOUND USGS KT0130 KT0130 STATION DESCRIPTION KT0130 KT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0130'2 MI E FROM FRUTO. KT0130'2.0 MILES EAST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC CO. KT0130'RAILROAD STATION AT FRUTO, GLENN COUNTY, 120 YARDS WEST OF KT0130'SOUTHERN PACIFIC CO. RAILROAD BRIDGE NO. 165 A, 26 FEET SOUTHEAST KT0130'OF THE WEST END OF A 12-INCH CORRUGATED-IRON PIPE CULVERT, AND 24 KT0130'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, KT0130'STAMPED D 226 1935 AND SET IN THE TOP OF A CONCRETE POST. KT0130 KT0130 STATION RECOVERY (1958) KT0130 KT0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 KT0130'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1001 *********************************************************************** KS1001 DESIGNATION - D 227 RESET KS1001 PID - KS1001 KS1001 STATE/COUNTY- CA/BUTTE KS1001 USGS QUAD - BIGGS (1970) KS1001 KS1001 *CURRENT SURVEY CONTROL KS1001 ___________________________________________________________________ KS1001* NAD 83(1986)- 39 27 53. (N) 121 44 48. (W) SCALED KS1001* NAVD 88 - 30.193 (meters) 99.06 (feet) ADJUSTED KS1001 ___________________________________________________________________ KS1001 GEOID HEIGHT- -28.13 (meters) GEOID03 KS1001 DYNAMIC HT - 30.177 (meters) 99.01 (feet) COMP KS1001 MODELED GRAV- 980,101.2 (mgal) NAVD 88 KS1001 KS1001 VERT ORDER - FIRST CLASS II KS1001 KS1001.The horizontal coordinates were scaled from a topographic map and have KS1001.an estimated accuracy of +/- 6 seconds. KS1001 KS1001.The orthometric height was determined by differential leveling KS1001.and adjusted by the National Geodetic Survey in June 1991. KS1001 KS1001.The geoid height was determined by GEOID03. KS1001 KS1001.The dynamic height is computed by dividing the NAVD 88 KS1001.geopotential number by the normal gravity value computed on the KS1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1001.degrees latitude (g = 980.6199 gals.). KS1001 KS1001.The modeled gravity was interpolated from observed gravity values. KS1001 KS1001; North East Units Estimated Accuracy KS1001;SPC CA 2 - 699,630. 2,021,800. MT (+/- 180 meters Scaled) KS1001 KS1001 SUPERSEDED SURVEY CONTROL KS1001 KS1001 NGVD 29 (??/??/??) 29.49 (m) 96.8 (f) RESET 3 KS1001 KS1001.Superseded values are not recommended for survey control. KS1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1001.See file dsdata.txt to determine how the superseded data were derived. KS1001 KS1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ078690(NAD 83) KS1001_MARKER: DB = BENCH MARK DISK KS1001_SETTING: 32 = HEADWALL KS1001_STAMPING: D 227 1935 RESET 1956 KS1001_MARK LOGO: CGS KS1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1001+STABILITY: SURFACE MOTION KS1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1001+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1001 KS1001 HISTORY - Date Condition Report By KS1001 HISTORY - 1956 MONUMENTED CADH KS1001 HISTORY - 19880804 GOOD NGS KS1001 HISTORY - 20040324 GOOD CADT KS1001 KS1001 STATION DESCRIPTION KS1001 KS1001'DESCRIBED BY CA DIV OF HIGHWAYS 1956 KS1001'2 MI S FROM RICHVALE. KS1001'ABOUT 2 MILES SOUTH ALONG A HIGHWAY FROM RICHVALE, 403 FEET KS1001'WEST OF BRIDGE 12-42, 232 FEET WEST OF THE JUNCTION OF A KS1001'ROAD LEADING TO BIGGS, 35 FEET SOUTH OF THE CENTERLINE OF THE KS1001'ROAD, AT AN 18-INCH REINFORCED CONCRETE PIPE CULVERT, AND IN THE KS1001'TOP OF THE EAST END OF THE SOUTH HEADWALL. KS1001 KS1001 STATION RECOVERY (1988) KS1001 KS1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1001'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 3.4 KM KS1001'(2.10 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS1001'JUNCTION OF RICHVALE HIGHWAY IN RICHVALE, THENCE 1.3 KM (0.80 MI) WEST KS1001'ALONG STATE HIGHWAY 162, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST KS1001'END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, KS1001'71.0 M (232.9 FT) WEST OF THE EXTENDED CENTER OF RICHVALE SOUTH KS1001'HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE STATE KS1001'HIGHWAY, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE KS1001'DATE STAMPED ON THE DISK IS 1956. KS1001 KS1001 STATION RECOVERY (2004) KS1001 KS1001'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1001'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0464 *********************************************************************** KT0464 DESIGNATION - D 277 KT0464 PID - KT0464 KT0464 STATE/COUNTY- CA/GLENN KT0464 USGS QUAD - LOGAN RIDGE (1973) KT0464 KT0464 *CURRENT SURVEY CONTROL KT0464 ___________________________________________________________________ KT0464* NAD 83(1986)- 39 27 53. (N) 122 18 37. (W) SCALED KT0464* NAVD 88 - 68.81 (+/-2cm) 225.8 (feet) VERTCON KT0464 ___________________________________________________________________ KT0464 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0464 KT0464 VERT ORDER - SECOND CLASS 0 (See Below) KT0464 KT0464.The horizontal coordinates were scaled from a topographic map and have KT0464.an estimated accuracy of +/- 6 seconds. KT0464 KT0464.The NAVD 88 height was computed by applying the VERTCON shift value to KT0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0464.The vertical order pertains to the NGVD 29 superseded value. KT0464 KT0464.The geoid height was determined by GEOID03. KT0464 KT0464; North East Units Estimated Accuracy KT0464;SPC CA 2 - 699,640. 1,973,300. MT (+/- 180 meters Scaled) KT0464 KT0464 SUPERSEDED SURVEY CONTROL KT0464 KT0464 NGVD 29 (??/??/92) 68.035 (m) 223.21 (f) ADJ UNCH 2 0 KT0464 KT0464.Superseded values are not recommended for survey control. KT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0464.See file dsdata.txt to determine how the superseded data were derived. KT0464 KT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ593685(NAD 83) KT0464_MARKER: DB = BENCH MARK DISK KT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0464_STAMPING: D 277 1935 KT0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0464+STABILITY: SURFACE MOTION KT0464 KT0464 HISTORY - Date Condition Report By KT0464 HISTORY - 1935 MONUMENTED CGS KT0464 HISTORY - 1958 POOR NGS KT0464 KT0464 STATION DESCRIPTION KT0464 KT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 KT0464'10.4 MI SW FROM WILLOWS. KT0464'4.0 MILES SOUTH AND 6.4 MILES WEST ALONG THE STONYFORD ROAD KT0464'FROM WILLOWS, GLENN COUNTY, AT THE FOOT OF A HILL, ABOUT 480 FEET KT0464'NORTHEAST OF THE EAST END OF A BRIDGE, AND 70 FEET EAST OF A KT0464'CREEK. NOTE-- THE MONUMENT HAS BEEN DAMAGED APPARENTLY BY BEING KT0464'STRUCK WITH HEAVY FARM EQUIPMENT. THE TOP 10 INCHES ARE INTACT KT0464'BUT SEVERED FROM THE LOWER PORTION OF THE CONCRETE. SHOULD KT0464'BE USED WITH CAUTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0040 *********************************************************************** KT0040 DESIGNATION - D 381 RESET 1964 KT0040 PID - KT0040 KT0040 STATE/COUNTY- CA/GLENN KT0040 USGS QUAD - WILLOWS (1969) KT0040 KT0040 *CURRENT SURVEY CONTROL KT0040 ___________________________________________________________________ KT0040* NAD 83(1986)- 39 36 42. (N) 122 13 00. (W) SCALED KT0040* NAVD 88 - 51.31 (+/-2cm) 168.3 (feet) VERTCON KT0040 ___________________________________________________________________ KT0040 GEOID HEIGHT- -28.80 (meters) GEOID03 KT0040 KT0040 VERT ORDER - THIRD (See Below) KT0040 KT0040.The horizontal coordinates were scaled from a topographic map and have KT0040.an estimated accuracy of +/- 6 seconds. KT0040 KT0040.The NAVD 88 height was computed by applying the VERTCON shift value to KT0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0040.The vertical order pertains to the NGVD 29 superseded value. KT0040 KT0040.The geoid height was determined by GEOID03. KT0040 KT0040; North East Units Estimated Accuracy KT0040;SPC CA 2 - 715,930. 1,981,390. MT (+/- 180 meters Scaled) KT0040 KT0040 SUPERSEDED SURVEY CONTROL KT0040 KT0040 NGVD 29 (??/??/??) 50.57 (m) 165.9 (f) RESET 3 KT0040 KT0040.Superseded values are not recommended for survey control. KT0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0040.See file dsdata.txt to determine how the superseded data were derived. KT0040 KT0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ672849(NAD 83) KT0040_MARKER: DB = BENCH MARK DISK KT0040_SETTING: 36 = BRIDGE KT0040_STAMPING: D 381 RESET 1964 KT0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0040 KT0040 HISTORY - Date Condition Report By KT0040 HISTORY - 1964 MONUMENTED CGS KT0040 KT0040 STATION DESCRIPTION KT0040 KT0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KT0040'1.8 MI SW FROM ARTOIS. KT0040'0.6 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT KT0040'ARTOIS, THENCE 1.2 MILES WEST ALONG COUNTY ROAD 35, 0.2 MILE KT0040'WEST OF THE JUNCTION OF A COUNTY ROAD LEADING NORTH, AT A KT0040'CONCRETE BRIDGE, SET IN THE TOP OF THE NORTH HEADWALL, AND 7 FEET KT0040'FROM THE NORTHEAST CORNER OF THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0106 *********************************************************************** KT0106 DESIGNATION - D 643 KT0106 PID - KT0106 KT0106 STATE/COUNTY- CA/GLENN KT0106 USGS QUAD - JULIAN ROCKS (1973) KT0106 KT0106 *CURRENT SURVEY CONTROL KT0106 ___________________________________________________________________ KT0106* NAD 83(1986)- 39 42 26. (N) 122 27 56. (W) SCALED KT0106* NAVD 88 - 176.70 (+/-2cm) 579.7 (feet) VERTCON KT0106 ___________________________________________________________________ KT0106 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0106 KT0106 VERT ORDER - SECOND CLASS 0 (See Below) KT0106 KT0106.The horizontal coordinates were scaled from a topographic map and have KT0106.an estimated accuracy of +/- 6 seconds. KT0106 KT0106.The NAVD 88 height was computed by applying the VERTCON shift value to KT0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0106.The vertical order pertains to the NGVD 29 superseded value. KT0106 KT0106.The geoid height was determined by GEOID03. KT0106 KT0106; North East Units Estimated Accuracy KT0106;SPC CA 2 - 726,620. 1,960,080. MT (+/- 180 meters Scaled) KT0106 KT0106 SUPERSEDED SURVEY CONTROL KT0106 KT0106 NGVD 29 (??/??/92) 175.868 (m) 576.99 (f) ADJ UNCH 2 0 KT0106 KT0106.Superseded values are not recommended for survey control. KT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0106.See file dsdata.txt to determine how the superseded data were derived. KT0106 KT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ458953(NAD 83) KT0106_MARKER: DB = BENCH MARK DISK KT0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0106_STAMPING: D 643 1942 KT0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0106+STABILITY: SURFACE MOTION KT0106 KT0106 HISTORY - Date Condition Report By KT0106 HISTORY - 1942 MONUMENTED CGS KT0106 KT0106 STATION DESCRIPTION KT0106 KT0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0106'10 MI NE FROM ELK CREEK. KT0106'10 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0106'GLENN COUNTY, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, KT0106'24 FEET NORTH OF A GATE BETWEEN TWO OAK TREES, 1 FOOT EAST OF KT0106'A FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD KT0106'DISK, STAMPED D 643 1942 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1150 *********************************************************************** KS1150 DESIGNATION - D 847 KS1150 PID - KS1150 KS1150 STATE/COUNTY- CA/BUTTE KS1150 USGS QUAD - NELSON (1976) KS1150 KS1150 *CURRENT SURVEY CONTROL KS1150 ___________________________________________________________________ KS1150* NAD 83(1986)- 39 35 57. (N) 121 45 36. (W) SCALED KS1150* NAVD 88 - 42.74 (+/-2cm) 140.2 (feet) VERTCON KS1150 ___________________________________________________________________ KS1150 GEOID HEIGHT- -27.64 (meters) GEOID03 KS1150 KS1150 VERT ORDER - FIRST CLASS II (See Below) KS1150 KS1150.The horizontal coordinates were scaled from a topographic map and have KS1150.an estimated accuracy of +/- 6 seconds. KS1150 KS1150.The NAVD 88 height was computed by applying the VERTCON shift value to KS1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1150.The vertical order pertains to the NGVD 29 superseded value. KS1150 KS1150.The geoid height was determined by GEOID03. KS1150 KS1150; North East Units Estimated Accuracy KS1150;SPC CA 2 - 714,550. 2,020,610. MT (+/- 180 meters Scaled) KS1150 KS1150 SUPERSEDED SURVEY CONTROL KS1150 KS1150 NGVD 29 (??/??/??) 42.035 (m) 137.91 (f) ADJUSTED 1 2 KS1150 KS1150.Superseded values are not recommended for survey control. KS1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1150.See file dsdata.txt to determine how the superseded data were derived. KS1150 KS1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ064840(NAD 83) KS1150_MARKER: DB = BENCH MARK DISK KS1150_SETTING: 36 = BRIDGE KS1150_STAMPING: D 847 1948 KS1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1150 KS1150 HISTORY - Date Condition Report By KS1150 HISTORY - 1948 MONUMENTED CGS KS1150 HISTORY - 20040324 MARK NOT FOUND CADT KS1150 KS1150 STATION DESCRIPTION KS1150 KS1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1150'3.8 MI SE FROM DURHAM. KS1150'3.8 MILES SOUTHEAST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1150'THE STATION AT DURHAM, 0.8 MILE SOUTHEAST OF ESQUON, AT RAILROAD KS1150'BRIDGE 173.57, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST KS1150'CONCRETE WING WALL, 4.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, KS1150'AND ABOUT LEVEL WITH THE TRACK. KS1150 KS1150 STATION RECOVERY (2004) KS1150 KS1150'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1150'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1084 *********************************************************************** KS1084 DESIGNATION - D 848 KS1084 PID - KS1084 KS1084 STATE/COUNTY- CA/BUTTE KS1084 USGS QUAD - NORD (1969) KS1084 KS1084 *CURRENT SURVEY CONTROL KS1084 ___________________________________________________________________ KS1084* NAD 83(1986)- 39 47 55. (N) 121 58 13. (W) SCALED KS1084* NAVD 88 - 47.427 (meters) 155.60 (feet) ADJUSTED KS1084 ___________________________________________________________________ KS1084 GEOID HEIGHT- -27.71 (meters) GEOID03 KS1084 DYNAMIC HT - 47.403 (meters) 155.52 (feet) COMP KS1084 MODELED GRAV- 980,129.6 (mgal) NAVD 88 KS1084 KS1084 VERT ORDER - FIRST CLASS II KS1084 KS1084.The horizontal coordinates were scaled from a topographic map and have KS1084.an estimated accuracy of +/- 6 seconds. KS1084 KS1084.The orthometric height was determined by differential leveling KS1084.and adjusted by the National Geodetic Survey in June 1991. KS1084 KS1084.The geoid height was determined by GEOID03. KS1084 KS1084.The dynamic height is computed by dividing the NAVD 88 KS1084.geopotential number by the normal gravity value computed on the KS1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1084.degrees latitude (g = 980.6199 gals.). KS1084 KS1084.The modeled gravity was interpolated from observed gravity values. KS1084 KS1084; North East Units Estimated Accuracy KS1084;SPC CA 2 - 736,670. 2,002,550. MT (+/- 180 meters Scaled) KS1084 KS1084 SUPERSEDED SURVEY CONTROL KS1084 KS1084 NGVD 29 (??/??/??) 46.705 (m) 153.23 (f) ADJUSTED 1 2 KS1084 KS1084.Superseded values are not recommended for survey control. KS1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1084.See file dsdata.txt to determine how the superseded data were derived. KS1084 KS1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK881059(NAD 83) KS1084_MARKER: DB = BENCH MARK DISK KS1084_SETTING: 30 = CULVERT KS1084_STAMPING: D 848 1948 KS1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1084 KS1084 HISTORY - Date Condition Report By KS1084 HISTORY - 1948 MONUMENTED CGS KS1084 HISTORY - 19880713 MARK NOT FOUND NGS KS1084 KS1084 STATION DESCRIPTION KS1084 KS1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1084'8.9 MI NW FROM CHICO. KS1084'ABOUT 8.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1084'FROM THE STATION AT CHICO, ABOUT 15 1/2 RAILS NORTH OF ROAD KS1084'CROSSING NO. C 192.6, ABOUT 82 FEET SOUTHEAST OF SIGNAL NO. KS1084'P 1927, 5.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN KS1084'TRACK, SET ON TOP AND AT THE SOUTHWEST END OF THE NORTHWEST KS1084'CONCRETE ABUTMENT OF RAILROAD CULVERT NO. 192.76 AND ABOUT 2 KS1084'FEET BELOW THE TRACK. NOTE-- THIS MARK IS ALSO 10.3 MILES KS1084'SOUTHEAST OF VINA. KS1084 KS1084 STATION RECOVERY (1988) KS1084 KS1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1084'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0148 *********************************************************************** KT0148 DESIGNATION - D 852 KT0148 PID - KT0148 KT0148 STATE/COUNTY- CA/GLENN KT0148 USGS QUAD - FRUTO NE (1969) KT0148 KT0148 *CURRENT SURVEY CONTROL KT0148 ___________________________________________________________________ KT0148* NAD 83(1986)- 39 38 22. (N) 122 15 12. (W) SCALED KT0148* NAVD 88 - 65.35 (+/-2cm) 214.4 (feet) VERTCON KT0148 ___________________________________________________________________ KT0148 GEOID HEIGHT- -28.85 (meters) GEOID03 KT0148 KT0148 VERT ORDER - FIRST CLASS II (See Below) KT0148 KT0148.The horizontal coordinates were scaled from a topographic map and have KT0148.an estimated accuracy of +/- 6 seconds. KT0148 KT0148.The NAVD 88 height was computed by applying the VERTCON shift value to KT0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0148.The vertical order pertains to the NGVD 29 superseded value. KT0148 KT0148.The geoid height was determined by GEOID03. KT0148 KT0148; North East Units Estimated Accuracy KT0148;SPC CA 2 - 719,020. 1,978,250. MT (+/- 180 meters Scaled) KT0148 KT0148 SUPERSEDED SURVEY CONTROL KT0148 KT0148 NGVD 29 (??/??/92) 64.598 (m) 211.94 (f) ADJ UNCH 1 2 KT0148 KT0148.Superseded values are not recommended for survey control. KT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0148.See file dsdata.txt to determine how the superseded data were derived. KT0148 KT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ640880(NAD 83) KT0148_MARKER: DB = BENCH MARK DISK KT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0148_STAMPING: D 852 1949 KT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0148+STABILITY: SURFACE MOTION KT0148 KT0148 HISTORY - Date Condition Report By KT0148 HISTORY - 1949 MONUMENTED CGS KT0148 KT0148 STATION DESCRIPTION KT0148 KT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0148'10.7 MI NW FROM WILLOWS. KT0148'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0148'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 8 MILES KT0148'NORTH ALONG COUNTY ROAD D, ABOUT 10.4 MILES SOUTH OF ORLAND, KT0148'80 FEET NORTH OF THE EAST END OF AN EAST-WEST FENCE LINE, 26.5 KT0148'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A KT0148'POWER POLE, 2 FEET EAST OF A FENCE LINE, AND SET IN THE TOP OF KT0148'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0995 *********************************************************************** KS0995 DESIGNATION - D 853 KS0995 PID - KS0995 KS0995 STATE/COUNTY- CA/BUTTE KS0995 USGS QUAD - WEST OF BIGGS (1973) KS0995 KS0995 *CURRENT SURVEY CONTROL KS0995 ___________________________________________________________________ KS0995* NAD 83(1986)- 39 27 51. (N) 121 49 42. (W) SCALED KS0995* NAVD 88 - 26.55 (+/-2cm) 87.1 (feet) VERTCON KS0995 ___________________________________________________________________ KS0995 GEOID HEIGHT- -28.23 (meters) GEOID03 KS0995 KS0995 VERT ORDER - FIRST CLASS II (See Below) KS0995 KS0995.The horizontal coordinates were scaled from a topographic map and have KS0995.an estimated accuracy of +/- 6 seconds. KS0995 KS0995.The NAVD 88 height was computed by applying the VERTCON shift value to KS0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0995.The vertical order pertains to the NGVD 29 superseded value. KS0995 KS0995.The geoid height was determined by GEOID03. KS0995 KS0995; North East Units Estimated Accuracy KS0995;SPC CA 2 - 699,550. 2,014,770. MT (+/- 180 meters Scaled) KS0995 KS0995 SUPERSEDED SURVEY CONTROL KS0995 KS0995 NGVD 29 (??/??/??) 25.833 (m) 84.75 (f) ADJUSTED 1 2 KS0995 KS0995.Superseded values are not recommended for survey control. KS0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0995.See file dsdata.txt to determine how the superseded data were derived. KS0995 KS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ007689(NAD 83) KS0995_MARKER: DB = BENCH MARK DISK KS0995_SETTING: 30 = RETAINING WALL KS0995_STAMPING: D 853 1949 KS0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0995 KS0995 HISTORY - Date Condition Report By KS0995 HISTORY - 1949 MONUMENTED CGS KS0995 HISTORY - 20040324 GOOD CADT KS0995 KS0995 STATION DESCRIPTION KS0995 KS0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0995'7.4 MI W FROM RICHVALE. KS0995'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0995'STATION AT RICHVALE, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 45, KS0995'8.7 MILES EAST OF BUTTE CITY, AT THE T JUNCTION OF A PRIVATE KS0995'DRIVE LEADING SOUTH TO A RANCH, ON THE NORTH BANK OF AN KS0995'IRRIGATION DITCH, IN THE TOP OF THE WEST END OF A CONCRETE KS0995'RETAINING WALL, 79 1/2 FEET WEST OF THE CENTER LINE OF THE KS0995'PRIVATE DRIVE, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, KS0995'3.6 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN KS0995'THE HIGHWAY. KS0995 KS0995 STATION RECOVERY (2004) KS0995 KS0995'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0995'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0134 *********************************************************************** KT0134 DESIGNATION - E 1079 KT0134 PID - KT0134 KT0134 STATE/COUNTY- CA/GLENN KT0134 USGS QUAD - FRUTO (1973) KT0134 KT0134 *CURRENT SURVEY CONTROL KT0134 ___________________________________________________________________ KT0134* NAD 83(1986)- 39 35 52. (N) 122 28 57. (W) SCALED KT0134* NAVD 88 - 245.41 (+/-2cm) 805.1 (feet) VERTCON KT0134 ___________________________________________________________________ KT0134 GEOID HEIGHT- -29.07 (meters) GEOID03 KT0134 KT0134 VERT ORDER - FIRST CLASS II (See Below) KT0134 KT0134.The horizontal coordinates were scaled from a topographic map and have KT0134.an estimated accuracy of +/- 6 seconds. KT0134 KT0134.The NAVD 88 height was computed by applying the VERTCON shift value to KT0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0134.The vertical order pertains to the NGVD 29 superseded value. KT0134 KT0134.The geoid height was determined by GEOID03. KT0134 KT0134; North East Units Estimated Accuracy KT0134;SPC CA 2 - 714,480. 1,958,560. MT (+/- 180 meters Scaled) KT0134 KT0134 SUPERSEDED SURVEY CONTROL KT0134 KT0134 NGVD 29 (??/??/92) 244.575 (m) 802.41 (f) ADJ UNCH 1 2 KT0134 KT0134.Superseded values are not recommended for survey control. KT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0134.See file dsdata.txt to determine how the superseded data were derived. KT0134 KT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ444832(NAD 83) KT0134_MARKER: DB = BENCH MARK DISK KT0134_SETTING: 30 = CULVERT KT0134_STAMPING: E 1079 1967 KT0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0134 KT0134 HISTORY - Date Condition Report By KT0134 HISTORY - 1967 MONUMENTED CGS KT0134 KT0134 STATION DESCRIPTION KT0134 KT0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0134'4.4 MI E FROM ELK CREEK. KT0134'4.45 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE AT KT0134'ELK CREEK, 0.45 MILE EAST OF A HOUSE, AT THE CROSSING OF A CREEK, KT0134'IN THE TOP AND 0.9 FOOT EAST OF THE WEST END OF THE SOUTH KT0134'CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 14 FEET SOUTH OF THE KT0134'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1938 *********************************************************************** KS1938 DESIGNATION - E 1434 KS1938 PID - KS1938 KS1938 STATE/COUNTY- CA/BUTTE KS1938 USGS QUAD - HAMLIN CANYON (1969) KS1938 KS1938 *CURRENT SURVEY CONTROL KS1938 ___________________________________________________________________ KS1938* NAD 83(1986)- 39 39 54. (N) 121 44 34. (W) SCALED KS1938* NAVD 88 - 64.220 (meters) 210.70 (feet) ADJUSTED KS1938 ___________________________________________________________________ KS1938 GEOID HEIGHT- -27.43 (meters) GEOID03 KS1938 DYNAMIC HT - 64.187 (meters) 210.59 (feet) COMP KS1938 MODELED GRAV- 980,108.0 (mgal) NAVD 88 KS1938 KS1938 VERT ORDER - FIRST CLASS II KS1938 KS1938.The horizontal coordinates were scaled from a topographic map and have KS1938.an estimated accuracy of +/- 6 seconds. KS1938 KS1938.The orthometric height was determined by differential leveling KS1938.and adjusted by the National Geodetic Survey in June 1991. KS1938 KS1938.The geoid height was determined by GEOID03. KS1938 KS1938.The dynamic height is computed by dividing the NAVD 88 KS1938.geopotential number by the normal gravity value computed on the KS1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1938.degrees latitude (g = 980.6199 gals.). KS1938 KS1938.The modeled gravity was interpolated from observed gravity values. KS1938 KS1938; North East Units Estimated Accuracy KS1938;SPC CA 2 - 721,860. 2,022,070. MT (+/- 180 meters Scaled) KS1938 KS1938 SUPERSEDED SURVEY CONTROL KS1938 KS1938.No superseded survey control is available for this station. KS1938 KS1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ078913(NAD 83) KS1938_MARKER: DV = VERTICAL CONTROL DISK KS1938_SETTING: 66 = SET IN ROCK OUTCROP KS1938_STAMPING: E 1434 1988 KS1938_MARK LOGO: NGS KS1938_MAGNETIC: N = NO MAGNETIC MATERIAL KS1938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1938+STABILITY: POSITION/ELEVATION WELL KS1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1938+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1938 KS1938 HISTORY - Date Condition Report By KS1938 HISTORY - 1988 MONUMENTED NGS KS1938 HISTORY - 20040324 GOOD CADT KS1938 KS1938 STATION DESCRIPTION KS1938 KS1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1938'11.9 KM (7.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1938'JUNCTION OF 1ST STREET IN CHICO, IN AN EXPOSED AREA OF BEDROCK AT THE KS1938'NORTHWEST END OF A HIGHWAY CUT, 0.1 KM (0.05 MI) SOUTHEAST OF THE KS1938'INTERSECTION OF ONEIL ROAD, 23.4 M (76.8 FT) NORTHEAST OF THE KS1938'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.4 M (4.6 FT) KS1938'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A KS1938'WITNESS POST AND FENCE. KS1938 KS1938 STATION RECOVERY (2004) KS1938 KS1938'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1938'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1020 *********************************************************************** KS1020 DESIGNATION - E 146 KS1020 PID - KS1020 KS1020 STATE/COUNTY- CA/BUTTE KS1020 USGS QUAD - BIGGS (1970) KS1020 KS1020 *CURRENT SURVEY CONTROL KS1020 ___________________________________________________________________ KS1020* NAD 83(1986)- 39 29 38. (N) 121 43 32. (W) SCALED KS1020* NAVD 88 - 34.617 (meters) 113.57 (feet) ADJUSTED KS1020 ___________________________________________________________________ KS1020 GEOID HEIGHT- -28.00 (meters) GEOID03 KS1020 DYNAMIC HT - 34.599 (meters) 113.51 (feet) COMP KS1020 MODELED GRAV- 980,101.8 (mgal) NAVD 88 KS1020 KS1020 VERT ORDER - FIRST CLASS II KS1020 KS1020.The horizontal coordinates were scaled from a topographic map and have KS1020.an estimated accuracy of +/- 6 seconds. KS1020 KS1020.The orthometric height was determined by differential leveling KS1020.and adjusted by the National Geodetic Survey in June 1991. KS1020.WARNING-Repeat measurements at this control monument indicate possible KS1020.vertical movement. KS1020 KS1020.The geoid height was determined by GEOID03. KS1020 KS1020.The dynamic height is computed by dividing the NAVD 88 KS1020.geopotential number by the normal gravity value computed on the KS1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1020.degrees latitude (g = 980.6199 gals.). KS1020 KS1020.The modeled gravity was interpolated from observed gravity values. KS1020 KS1020; North East Units Estimated Accuracy KS1020;SPC CA 2 - 702,870. 2,023,610. MT (+/- 180 meters Scaled) KS1020 KS1020 SUPERSEDED SURVEY CONTROL KS1020 KS1020 NGVD 29 (??/??/??) 33.909 (m) 111.25 (f) ADJUSTED 1 2 KS1020 KS1020.Superseded values are not recommended for survey control. KS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1020.See file dsdata.txt to determine how the superseded data were derived. KS1020 KS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ095723(NAD 83) KS1020_MARKER: DB = BENCH MARK DISK KS1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1020_STAMPING: E 146 1932 KS1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1020+STABILITY: SURFACE MOTION KS1020 KS1020 HISTORY - Date Condition Report By KS1020 HISTORY - 1932 MONUMENTED CGS KS1020 HISTORY - 1949 GOOD NGS KS1020 HISTORY - 1970 MARK NOT FOUND USGS KS1020 HISTORY - 19880804 MARK NOT FOUND NGS KS1020 KS1020 STATION DESCRIPTION KS1020 KS1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1020'1.1 MI E FROM RICHVALE. KS1020'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS1020'STATION AT RICHVALE, THENCE 0.9 MILE EAST ALONG U.S. HIGHWAY 99 E, KS1020'BETWEEN CONCRETE BRIDGES 12-05 AND 12-06, 46.4 FEET NORTHEAST KS1020'OF THE NORTHEAST CORNER OF BRIDGE 12-06, 39 FEET NORTHWEST OF THE KS1020'NORTHWEST CORNER OF BRIDGE 12-05, 35.5 FEET WEST OF A POWER LINE KS1020'POLE, 25.1 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET KS1020'NORTH OF A WITNESS POST, 0.9 FOOT SOUTH OF A FENCE, ABOUT 1 FOOT KS1020'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST KS1020'PROJECTING 0.6 FOOT ABOVE THE GROUND. KS1020 KS1020 STATION RECOVERY (1970) KS1020 KS1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 KS1020'MARK NOT FOUND. KS1020 KS1020 STATION RECOVERY (1988) KS1020 KS1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1020'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0740 *********************************************************************** KT0740 DESIGNATION - E 216 KT0740 PID - KT0740 KT0740 STATE/COUNTY- CA/GLENN KT0740 USGS QUAD - CHROME (1968) KT0740 KT0740 *CURRENT SURVEY CONTROL KT0740 ___________________________________________________________________ KT0740* NAD 83(1986)- 39 37 38. (N) 122 31 38. (W) SCALED KT0740* NAVD 88 - 213.49 (+/-2cm) 700.4 (feet) VERTCON KT0740 ___________________________________________________________________ KT0740 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0740 KT0740 VERT ORDER - FIRST CLASS II (See Below) KT0740 KT0740.The horizontal coordinates were scaled from a topographic map and have KT0740.an estimated accuracy of +/- 6 seconds. KT0740 KT0740.The NAVD 88 height was computed by applying the VERTCON shift value to KT0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0740.The vertical order pertains to the NGVD 29 superseded value. KT0740 KT0740.The geoid height was determined by GEOID03. KT0740 KT0740; North East Units Estimated Accuracy KT0740;SPC CA 2 - 717,770. 1,954,740. MT (+/- 180 meters Scaled) KT0740 KT0740 SUPERSEDED SURVEY CONTROL KT0740 KT0740 NGVD 29 (??/??/92) 212.654 (m) 697.68 (f) ADJ UNCH 1 2 KT0740 KT0740.Superseded values are not recommended for survey control. KT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0740.See file dsdata.txt to determine how the superseded data were derived. KT0740 KT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ405864(NAD 83) KT0740_MARKER: DB = BENCH MARK DISK KT0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0740_STAMPING: E 216 1935 KT0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0740+STABILITY: SURFACE MOTION KT0740 KT0740 HISTORY - Date Condition Report By KT0740 HISTORY - 1935 MONUMENTED CGS KT0740 HISTORY - 1967 GOOD NGS KT0740 KT0740 STATION DESCRIPTION KT0740 KT0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0740'1.9 MI N FROM ELK CREEK. KT0740'1.9 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0740'ELK CREEK, 0.05 MILE NORTH OF THE JUNCTION OF A DIRT ROAD EAST KT0740'TO A CREEK, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 79 1/2 KT0740'FEET SOUTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE 113, KT0740'2.0 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT KT0740'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST KT0740'PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0129 *********************************************************************** KT0129 DESIGNATION - E 226 KT0129 PID - KT0129 KT0129 STATE/COUNTY- CA/GLENN KT0129 USGS QUAD - FRUTO (1973) KT0129 KT0129 *CURRENT SURVEY CONTROL KT0129 ___________________________________________________________________ KT0129* NAD 83(1986)- 39 34 30. (N) 122 22 59. (W) SCALED KT0129* NAVD 88 - 132.09 (+/-2cm) 433.4 (feet) VERTCON KT0129 ___________________________________________________________________ KT0129 GEOID HEIGHT- -29.14 (meters) GEOID03 KT0129 KT0129 VERT ORDER - SECOND CLASS 0 (See Below) KT0129 KT0129.The horizontal coordinates were scaled from a topographic map and have KT0129.an estimated accuracy of +/- 6 seconds. KT0129 KT0129.The NAVD 88 height was computed by applying the VERTCON shift value to KT0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0129.The vertical order pertains to the NGVD 29 superseded value. KT0129 KT0129.The geoid height was determined by GEOID03. KT0129 KT0129; North East Units Estimated Accuracy KT0129;SPC CA 2 - 711,910. 1,967,090. MT (+/- 180 meters Scaled) KT0129 KT0129 SUPERSEDED SURVEY CONTROL KT0129 KT0129 NGVD 29 (??/??/92) 131.297 (m) 430.76 (f) ADJ UNCH 2 0 KT0129 KT0129.Superseded values are not recommended for survey control. KT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0129.See file dsdata.txt to determine how the superseded data were derived. KT0129 KT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ529807(NAD 83) KT0129_MARKER: DB = BENCH MARK DISK KT0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0129_STAMPING: E 226 1935 KT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0129+STABILITY: SURFACE MOTION KT0129 KT0129 HISTORY - Date Condition Report By KT0129 HISTORY - 1935 MONUMENTED CGS KT0129 HISTORY - 1968 MARK NOT FOUND USGS KT0129 KT0129 STATION DESCRIPTION KT0129 KT0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0129'4 MI SE FROM FRUTO. KT0129'4.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0129'THE STATION AT FRUTO, GLENN COUTNY, 44 FEET EAST OF THE CENTERLINE KT0129'OF THE TRACK, 20 FEET WEST OF THE CENTERLINE OF THE WILLOWS ROAD, KT0129'AN 10 FEET NORTH OF A TELEPHONE POLE. A STANDARD DISK, STAMPED E KT0129'226 1935 AND SET IN THE TOP OF A CONCRETE POST. KT0129 KT0129 STATION RECOVERY (1968) KT0129 KT0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 KT0129'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0467 *********************************************************************** KT0467 DESIGNATION - E 277 KT0467 PID - KT0467 KT0467 STATE/COUNTY- CA/GLENN KT0467 USGS QUAD - LOGAN RIDGE (1973) KT0467 KT0467 *CURRENT SURVEY CONTROL KT0467 ___________________________________________________________________ KT0467* NAD 83(1986)- 39 27 55. (N) 122 16 05. (W) SCALED KT0467* NAVD 88 - 48.27 (+/-2cm) 158.4 (feet) VERTCON KT0467 ___________________________________________________________________ KT0467 GEOID HEIGHT- -29.21 (meters) GEOID03 KT0467 KT0467 VERT ORDER - FIRST CLASS II (See Below) KT0467 KT0467.The horizontal coordinates were scaled from a topographic map and have KT0467.an estimated accuracy of +/- 6 seconds. KT0467 KT0467.The NAVD 88 height was computed by applying the VERTCON shift value to KT0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0467.The vertical order pertains to the NGVD 29 superseded value. KT0467 KT0467.The geoid height was determined by GEOID03. KT0467 KT0467; North East Units Estimated Accuracy KT0467;SPC CA 2 - 699,690. 1,976,930. MT (+/- 180 meters Scaled) KT0467 KT0467 SUPERSEDED SURVEY CONTROL KT0467 KT0467 NGVD 29 (??/??/92) 47.513 (m) 155.88 (f) ADJ UNCH 1 2 KT0467 KT0467.Superseded values are not recommended for survey control. KT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0467.See file dsdata.txt to determine how the superseded data were derived. KT0467 KT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ629686(NAD 83) KT0467_MARKER: DB = BENCH MARK DISK KT0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0467_STAMPING: E 277 1935 KT0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0467+STABILITY: SURFACE MOTION KT0467 KT0467 HISTORY - Date Condition Report By KT0467 HISTORY - 1935 MONUMENTED CGS KT0467 HISTORY - 1949 GOOD NGS KT0467 KT0467 STATION DESCRIPTION KT0467 KT0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0467'8 MI SW FROM WILLOWS. KT0467'4.0 MILES SOUTH AND 4.0 MILES WEST ALONG THE STONYFORD ROAD KT0467'FROM WILLOWS, GLENN COUNTY, 49 FEET WEST OF THE CORNER POST AT KT0467'THE T-JUNCTION OF TWO FENCES, 25 FEET SOUTH OF THE CENTERLINE KT0467'OF THE ROAD, AND 23.8 FEET WEST OF THE WEST END OF A 12-INCH KT0467'PIPE CULVERT UNDER A FARM ENTRANCE. SET IN THE TOP OF A CONCRETE KT0467'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0041 *********************************************************************** KT0041 DESIGNATION - E 381 KT0041 PID - KT0041 KT0041 STATE/COUNTY- CA/GLENN KT0041 USGS QUAD - WILLOWS (1969) KT0041 KT0041 *CURRENT SURVEY CONTROL KT0041 ___________________________________________________________________ KT0041* NAD 83(1986)- 39 36 42. (N) 122 13 53. (W) SCALED KT0041* NAVD 88 - 52.09 (+/-2cm) 170.9 (feet) VERTCON KT0041 ___________________________________________________________________ KT0041 GEOID HEIGHT- -28.84 (meters) GEOID03 KT0041 KT0041 VERT ORDER - SECOND CLASS 0 (See Below) KT0041 KT0041.The horizontal coordinates were scaled from a topographic map and have KT0041.an estimated accuracy of +/- 6 seconds. KT0041 KT0041.The NAVD 88 height was computed by applying the VERTCON shift value to KT0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0041.The vertical order pertains to the NGVD 29 superseded value. KT0041 KT0041.The geoid height was determined by GEOID03. KT0041 KT0041; North East Units Estimated Accuracy KT0041;SPC CA 2 - 715,940. 1,980,130. MT (+/- 180 meters Scaled) KT0041 KT0041 SUPERSEDED SURVEY CONTROL KT0041 KT0041 NGVD 29 (??/??/92) 51.341 (m) 168.44 (f) ADJ UNCH 2 0 KT0041 KT0041.Superseded values are not recommended for survey control. KT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0041.See file dsdata.txt to determine how the superseded data were derived. KT0041 KT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ659849(NAD 83) KT0041_MARKER: DB = BENCH MARK DISK KT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0041_STAMPING: E 381 1949 KT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0041+STABILITY: SURFACE MOTION KT0041 KT0041 HISTORY - Date Condition Report By KT0041 HISTORY - 1949 MONUMENTED CGS KT0041 KT0041 STATION DESCRIPTION KT0041 KT0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0041'2.6 MI W FROM ARTOIS. KT0041'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0041'STATION AT ARTOIS, THENCE 2.0 MILES WEST ALONG COUNTY ROAD 35, KT0041'99 FEET EAST OF THE CENTER OF THE NORTH END OF A 12-INCH KT0041'CONCRETE CULVERT, 73 FEET NORTHWEST OF A POWER LINE POLE AT KT0041'A POINT WHERE THE POWER LINE TURNS SOUTH, 59 FEET WEST OF A KT0041'NORTH-SOUTH FENCE, 40 FEET WEST OF THE CENTER OF A WOODEN GATE, 24 KT0041'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A KT0041'FENCE, 1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE KT0041'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT KT0041'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0108 *********************************************************************** KT0108 DESIGNATION - E 643 KT0108 PID - KT0108 KT0108 STATE/COUNTY- CA/GLENN KT0108 USGS QUAD - JULIAN ROCKS (1973) KT0108 KT0108 *CURRENT SURVEY CONTROL KT0108 ___________________________________________________________________ KT0108* NAD 83(1986)- 39 41 36. (N) 122 29 11. (W) SCALED KT0108* NAVD 88 - 176.47 (+/-2cm) 579.0 (feet) VERTCON KT0108 ___________________________________________________________________ KT0108 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0108 KT0108 VERT ORDER - SECOND CLASS 0 (See Below) KT0108 KT0108.The horizontal coordinates were scaled from a topographic map and have KT0108.an estimated accuracy of +/- 6 seconds. KT0108 KT0108.The NAVD 88 height was computed by applying the VERTCON shift value to KT0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0108.The vertical order pertains to the NGVD 29 superseded value. KT0108 KT0108.The geoid height was determined by GEOID03. KT0108 KT0108; North East Units Estimated Accuracy KT0108;SPC CA 2 - 725,090. 1,958,280. MT (+/- 180 meters Scaled) KT0108 KT0108 SUPERSEDED SURVEY CONTROL KT0108 KT0108 NGVD 29 (??/??/92) 175.635 (m) 576.23 (f) ADJ UNCH 2 0 KT0108 KT0108.Superseded values are not recommended for survey control. KT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0108.See file dsdata.txt to determine how the superseded data were derived. KT0108 KT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ440938(NAD 83) KT0108_MARKER: DB = BENCH MARK DISK KT0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0108_STAMPING: E 643 1942 KT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0108+STABILITY: SURFACE MOTION KT0108 KT0108 HISTORY - Date Condition Report By KT0108 HISTORY - 1942 MONUMENTED CGS KT0108 KT0108 STATION DESCRIPTION KT0108 KT0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0108'8.4 MI NE FROM ELK CREEK. KT0108'8.4 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, GLENN KT0108'COUNTY, 0.6 MILE SOUTHWEST OF AN OLD ORCHARD, 30 FEET SOUTH OF A KT0108'BOARD GATE, 7 FEET EAST OF THE CENTERLINE OF THE ROAD, AND NEAR A KT0108'WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED E 643 1942 KT0108'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1100 *********************************************************************** KS1100 DESIGNATION - E 743 RESET KS1100 PID - KS1100 KS1100 STATE/COUNTY- CA/BUTTE KS1100 USGS QUAD - RICHARDSON SPRINGS (1969) KS1100 KS1100 *CURRENT SURVEY CONTROL KS1100 ___________________________________________________________________ KS1100* NAD 83(1986)- 39 45 05. (N) 121 50 41. (W) SCALED KS1100* NAVD 88 - 64.616 (meters) 211.99 (feet) ADJUSTED KS1100 ___________________________________________________________________ KS1100 GEOID HEIGHT- -27.40 (meters) GEOID03 KS1100 DYNAMIC HT - 64.583 (meters) 211.89 (feet) COMP KS1100 MODELED GRAV- 980,125.9 (mgal) NAVD 88 KS1100 KS1100 VERT ORDER - FIRST CLASS II KS1100 KS1100.The horizontal coordinates were scaled from a topographic map and have KS1100.an estimated accuracy of +/- 6 seconds. KS1100 KS1100.The orthometric height was determined by differential leveling KS1100.and adjusted by the National Geodetic Survey in June 1991. KS1100 KS1100.The geoid height was determined by GEOID03. KS1100 KS1100.The dynamic height is computed by dividing the NAVD 88 KS1100.geopotential number by the normal gravity value computed on the KS1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1100.degrees latitude (g = 980.6199 gals.). KS1100 KS1100.The modeled gravity was interpolated from observed gravity values. KS1100 KS1100; North East Units Estimated Accuracy KS1100;SPC CA 2 - 731,430. 2,013,310. MT (+/- 180 meters Scaled) KS1100 KS1100 SUPERSEDED SURVEY CONTROL KS1100 KS1100 NGVD 29 (??/??/??) 63.92 (m) 209.7 (f) RESET 3 KS1100 KS1100.Superseded values are not recommended for survey control. KS1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1100.See file dsdata.txt to determine how the superseded data were derived. KS1100 KS1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK989008(NAD 83) KS1100_MARKER: DB = BENCH MARK DISK KS1100_SETTING: 31 = BRIDGE SIDEWALK KS1100_STAMPING: E 743 RESET 1964 KS1100_MARK LOGO: CGS KS1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1100+STABILITY: SURFACE MOTION KS1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1100+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1100 KS1100 HISTORY - Date Condition Report By KS1100 HISTORY - 1964 MONUMENTED CGS KS1100 HISTORY - 19880718 GOOD NGS KS1100 HISTORY - 20040324 GOOD CADT KS1100 KS1100 STATION DESCRIPTION KS1100 KS1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KS1100'2.4 MI N FROM CHICO. KS1100'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 99 E FROM THE INTERSECTION KS1100'OF FOURTH AND MAIN STREETS AT CHICO, BUTTE COUNTY, THENCE 0.6 KS1100'MILE EAST ALONG THE RICHARDSON SPRINGS ROAD, AT A RIGHT-ANGLE KS1100'TURN TO THE NORTH, 71 FEET SOUTHEAST OF THE CENTERLINE OF THE KS1100'ROAD AT THE MIDDLE OF THE CURVE, 14 FEET SOUTH OF THE CENTERLINE KS1100'OF A DRIVE LEADING TO A FARMHOUSE, 3 FEET EAST OF A POWER POLE, KS1100'AND 2.4 FEET WEST OF A WHITE WOODEN WITNESS POST, 980 FEET SW KS1100'OF ORIGINAL MARK, SET IN THE SIDEWALK AT NW CORNER OF MANGROVE KS1100'AVENUE AND LINDO CHANNEL BRIDGE, 3 0 FEET RIGHT OF N 10 41 + 20. KS1100 KS1100 STATION RECOVERY (1988) KS1100 KS1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1100'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN CHICO, AT KS1100'THE INTERSECTION OF MANGROVE AVENUE AND LINDO CANAL, IN TOP OF AND 3.6 KS1100'M (11.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE KS1100'SIDEWALK OF THE AVENUE BRIDGE SPANNING THE CANAL, 5.2 M (17.1 FT) KS1100'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVENUE, AND KS1100'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1100 KS1100 STATION RECOVERY (2004) KS1100 KS1100'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1100'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1151 *********************************************************************** KS1151 DESIGNATION - E 847 KS1151 PID - KS1151 KS1151 STATE/COUNTY- CA/BUTTE KS1151 USGS QUAD - SHIPPEE (1969) KS1151 KS1151 *CURRENT SURVEY CONTROL KS1151 ___________________________________________________________________ KS1151* NAD 83(1986)- 39 34 50. (N) 121 44 30. (W) SCALED KS1151* NAVD 88 - 42.87 (+/-2cm) 140.6 (feet) VERTCON KS1151 ___________________________________________________________________ KS1151 GEOID HEIGHT- -27.68 (meters) GEOID03 KS1151 KS1151 VERT ORDER - FIRST CLASS II (See Below) KS1151 KS1151.The horizontal coordinates were scaled from a topographic map and have KS1151.an estimated accuracy of +/- 6 seconds. KS1151 KS1151.The NAVD 88 height was computed by applying the VERTCON shift value to KS1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1151.The vertical order pertains to the NGVD 29 superseded value. KS1151 KS1151.The geoid height was determined by GEOID03. KS1151 KS1151; North East Units Estimated Accuracy KS1151;SPC CA 2 - 712,490. 2,022,190. MT (+/- 180 meters Scaled) KS1151 KS1151 SUPERSEDED SURVEY CONTROL KS1151 KS1151 NGVD 29 (??/??/??) 42.162 (m) 138.33 (f) ADJUSTED 1 2 KS1151 KS1151.Superseded values are not recommended for survey control. KS1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1151.See file dsdata.txt to determine how the superseded data were derived. KS1151 KS1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ080819(NAD 83) KS1151_MARKER: DB = BENCH MARK DISK KS1151_SETTING: 36 = BRIDGE KS1151_STAMPING: E 847 1948 KS1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1151 KS1151 HISTORY - Date Condition Report By KS1151 HISTORY - 1948 MONUMENTED CGS KS1151 HISTORY - 20040324 MARK NOT FOUND CADT KS1151 KS1151 STATION DESCRIPTION KS1151 KS1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1151'5.4 MI SE FROM DURHAM. KS1151'5.4 MILES SOUTHEAST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1151'THE STATION AT DURHAM, ABOUT 2 1/2 POLES SOUTHEAST OF MILEPOST KS1151'172, AT RAILROAD BRIDGE 171.96, IN THE TOP OF THE NORTHEAST KS1151'END OF THE NORTHEAST CONCRETE WING WALL, 5.2 FEET NORTHEAST OF KS1151'THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK. KS1151 KS1151 STATION RECOVERY (2004) KS1151 KS1151'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1151'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1082 *********************************************************************** KS1082 DESIGNATION - E 848 KS1082 PID - KS1082 KS1082 STATE/COUNTY- CA/BUTTE KS1082 USGS QUAD - NORD (1969) KS1082 KS1082 *CURRENT SURVEY CONTROL KS1082 ___________________________________________________________________ KS1082* NAD 83(1986)- 39 49 40. (N) 121 59 20. (W) SCALED KS1082* NAVD 88 - 49.820 (meters) 163.45 (feet) ADJUSTED KS1082 ___________________________________________________________________ KS1082 GEOID HEIGHT- -27.76 (meters) GEOID03 KS1082 DYNAMIC HT - 49.795 (meters) 163.37 (feet) COMP KS1082 MODELED GRAV- 980,125.8 (mgal) NAVD 88 KS1082 KS1082 VERT ORDER - FIRST CLASS II KS1082 KS1082.The horizontal coordinates were scaled from a topographic map and have KS1082.an estimated accuracy of +/- 6 seconds. KS1082 KS1082.The orthometric height was determined by differential leveling KS1082.and adjusted by the National Geodetic Survey in June 1991. KS1082 KS1082.The geoid height was determined by GEOID03. KS1082 KS1082.The dynamic height is computed by dividing the NAVD 88 KS1082.geopotential number by the normal gravity value computed on the KS1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1082.degrees latitude (g = 980.6199 gals.). KS1082 KS1082.The modeled gravity was interpolated from observed gravity values. KS1082 KS1082; North East Units Estimated Accuracy KS1082;SPC CA 2 - 739,900. 2,000,950. MT (+/- 180 meters Scaled) KS1082 KS1082 SUPERSEDED SURVEY CONTROL KS1082 KS1082 NGVD 29 (??/??/??) 49.095 (m) 161.07 (f) ADJUSTED 1 2 KS1082 KS1082.Superseded values are not recommended for survey control. KS1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1082.See file dsdata.txt to determine how the superseded data were derived. KS1082 KS1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK865091(NAD 83) KS1082_MARKER: DB = BENCH MARK DISK KS1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1082_STAMPING: E 848 1948 KS1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1082+STABILITY: SURFACE MOTION KS1082 KS1082 HISTORY - Date Condition Report By KS1082 HISTORY - 1948 MONUMENTED CGS KS1082 HISTORY - 20040324 POOR CADT KS1082 KS1082 STATION DESCRIPTION KS1082 KS1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1082'8 MI SE FROM VINA. KS1082'ABOUT 8.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD KS1082'FROM THE STATION AT VINA, ABOUT 7 RAILS SOUTH OF SIGNAL NO. D 195.1, KS1082'37.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, KS1082'4.0 FEET NORTHWEST OF MILEPOST NO. 195, 7.8 FEET SOUTHWEST OF A KS1082'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING KS1082'0.4 FOOT ABOVE THE GROUND AND ABOUT 3 FEET BELOW THE TRACKS. KS1082 KS1082 STATION RECOVERY (2004) KS1082 KS1082'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1082'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0150 *********************************************************************** KT0150 DESIGNATION - E 852 KT0150 PID - KT0150 KT0150 STATE/COUNTY- CA/GLENN KT0150 USGS QUAD - FRUTO NE (1969) KT0150 KT0150 *CURRENT SURVEY CONTROL KT0150 ___________________________________________________________________ KT0150* NAD 83(1986)- 39 40 02. (N) 122 15 11. (W) SCALED KT0150* NAVD 88 - 71.65 (+/-2cm) 235.1 (feet) VERTCON KT0150 ___________________________________________________________________ KT0150 GEOID HEIGHT- -28.81 (meters) GEOID03 KT0150 KT0150 VERT ORDER - FIRST CLASS II (See Below) KT0150 KT0150.The horizontal coordinates were scaled from a topographic map and have KT0150.an estimated accuracy of +/- 6 seconds. KT0150 KT0150.The NAVD 88 height was computed by applying the VERTCON shift value to KT0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0150.The vertical order pertains to the NGVD 29 superseded value. KT0150 KT0150.The geoid height was determined by GEOID03. KT0150 KT0150; North East Units Estimated Accuracy KT0150;SPC CA 2 - 722,110. 1,978,290. MT (+/- 180 meters Scaled) KT0150 KT0150 SUPERSEDED SURVEY CONTROL KT0150 KT0150 NGVD 29 (??/??/92) 70.898 (m) 232.60 (f) ADJ UNCH 1 2 KT0150 KT0150.Superseded values are not recommended for survey control. KT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0150.See file dsdata.txt to determine how the superseded data were derived. KT0150 KT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ640910(NAD 83) KT0150_MARKER: DB = BENCH MARK DISK KT0150_SETTING: 36 = BUILDING KT0150_STAMPING: E 852 1949 KT0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0150 KT0150 HISTORY - Date Condition Report By KT0150 HISTORY - 1949 MONUMENTED CGS KT0150 KT0150 STATION DESCRIPTION KT0150 KT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0150'8.4 MI SW FROM ORLAND. KT0150'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0150'STATION AT ORLAND, THENCE 3.1 MILES WEST ALONG COUNTY NO. 25, KT0150'THENCE 2 MILES SOUTH ALONG COUNTY ROAD D, AT THE CHEROKEE SCHOOL, KT0150'79 FEET NORTHWEST OF A POWER POLE, 72 FEET WEST OF THE CENTER LINE KT0150'OF THE ROAD, 71 FEET NORTHWEST OF A FENCE CORNER, 35.5 FEET NORTH KT0150'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, AND SET IN THE KT0150'TOP OF THE SOUTH BALUSTRADE AT THE ENTRANCE TO CHEROKEE SCHOOL KT0150'BUILDING. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0996 *********************************************************************** KS0996 DESIGNATION - E 853 KS0996 PID - KS0996 KS0996 STATE/COUNTY- CA/BUTTE KS0996 USGS QUAD - WEST OF BIGGS (1973) KS0996 KS0996 *CURRENT SURVEY CONTROL KS0996 ___________________________________________________________________ KS0996* NAD 83(1986)- 39 27 50. (N) 121 48 33. (W) SCALED KS0996* NAVD 88 - 27.01 (+/-2cm) 88.6 (feet) VERTCON KS0996 ___________________________________________________________________ KS0996 GEOID HEIGHT- -28.20 (meters) GEOID03 KS0996 KS0996 VERT ORDER - FIRST CLASS II (See Below) KS0996 KS0996.The horizontal coordinates were scaled from a topographic map and have KS0996.an estimated accuracy of +/- 6 seconds. KS0996 KS0996.The NAVD 88 height was computed by applying the VERTCON shift value to KS0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0996.The vertical order pertains to the NGVD 29 superseded value. KS0996 KS0996.The geoid height was determined by GEOID03. KS0996 KS0996; North East Units Estimated Accuracy KS0996;SPC CA 2 - 699,520. 2,016,420. MT (+/- 180 meters Scaled) KS0996 KS0996 SUPERSEDED SURVEY CONTROL KS0996 KS0996 NGVD 29 (??/??/??) 26.292 (m) 86.26 (f) ADJUSTED 1 2 KS0996 KS0996.Superseded values are not recommended for survey control. KS0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0996.See file dsdata.txt to determine how the superseded data were derived. KS0996 KS0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ024689(NAD 83) KS0996_MARKER: DB = BENCH MARK DISK KS0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0996_STAMPING: E 853 1949 KS0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0996+STABILITY: SURFACE MOTION KS0996 KS0996 HISTORY - Date Condition Report By KS0996 HISTORY - 1949 MONUMENTED CGS KS0996 HISTORY - 20040324 MARK NOT FOUND CADT KS0996 KS0996 STATION DESCRIPTION KS0996 KS0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0996'0.4 MI W FROM RICHVALE. KS0996'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0996'THE STATION AT RICHVALE, THENCE 4.1 MILES WEST ALONG STATE KS0996'HIGHWAY 45, AT THE JUNCTION OF A PRIVATE DRIVE LEADING NORTH TO KS0996'A RANCH AND A TRACK ROAD LEADING SOUTH INTO A FIELD, 42 FEET KS0996'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE KS0996'CENTER LINE OF THE TRACK ROAD, 17 FEET NORTHWEST OF THE WEST KS0996'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 7 1/2 FEET WEST KS0996'OF TELEPHONE POLE 71, 2.2 FEET SOUTHEAST OF A WITNESS POST, KS0996'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A KS0996'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KS0996 KS0996 STATION RECOVERY (2004) KS0996 KS0996'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0996'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1097 *********************************************************************** KS1097 DESIGNATION - ES 11 KS1097 PID - KS1097 KS1097 STATE/COUNTY- CA/BUTTE KS1097 USGS QUAD - RICHARDSON SPRINGS (1969) KS1097 KS1097 *CURRENT SURVEY CONTROL KS1097 ___________________________________________________________________ KS1097* NAD 83(1986)- 39 45 00. (N) 121 51 18. (W) SCALED KS1097* NAVD 88 - 60.595 (meters) 198.80 (feet) ADJUSTED KS1097 ___________________________________________________________________ KS1097 GEOID HEIGHT- -27.43 (meters) GEOID03 KS1097 DYNAMIC HT - 60.565 (meters) 198.70 (feet) COMP KS1097 MODELED GRAV- 980,128.1 (mgal) NAVD 88 KS1097 KS1097 VERT ORDER - FIRST CLASS II KS1097 KS1097.The horizontal coordinates were scaled from a topographic map and have KS1097.an estimated accuracy of +/- 6 seconds. KS1097 KS1097.The orthometric height was determined by differential leveling KS1097.and adjusted by the National Geodetic Survey in June 1991. KS1097 KS1097.The geoid height was determined by GEOID03. KS1097 KS1097.The dynamic height is computed by dividing the NAVD 88 KS1097.geopotential number by the normal gravity value computed on the KS1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1097.degrees latitude (g = 980.6199 gals.). KS1097 KS1097.The modeled gravity was interpolated from observed gravity values. KS1097 KS1097; North East Units Estimated Accuracy KS1097;SPC CA 2 - 731,280. 2,012,430. MT (+/- 180 meters Scaled) KS1097 KS1097 SUPERSEDED SURVEY CONTROL KS1097 KS1097 NGVD 29 (??/??/??) 59.885 (m) 196.47 (f) ADJUSTED 1 2 KS1097 KS1097.Superseded values are not recommended for survey control. KS1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1097.See file dsdata.txt to determine how the superseded data were derived. KS1097 KS1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980006(NAD 83) KS1097_MARKER: DD = SURVEY DISK KS1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1097+STABILITY: SURFACE MOTION KS1097 KS1097 HISTORY - Date Condition Report By KS1097 HISTORY - UNK MONUMENTED USGS KS1097 HISTORY - 1944 GOOD NGS KS1097 HISTORY - 1986 MARK NOT FOUND USPSQD KS1097 HISTORY - 19880718 MARK NOT FOUND NGS KS1097 KS1097 STATION DESCRIPTION KS1097 KS1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 KS1097'1.7 MI NW FROM CHICO. KS1097'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 99 E FROM THE INTERSECTION KS1097'OF FOURTH AND MAIN STREETS AT CHICO, BUTTE COUNTY, 132 FEET KS1097'WEST-NORTHWEST OF THE WEST CORNER OF THE BRIDGE OVER LINDO CHANNEL, KS1097'102 FEET WEST OF THE CENTER OF THE JUNCTION OF THE RICHARDSON KS1097'SPRINGS ROAD, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, KS1097'22 FEET NORTHWEST OF THE CENTERLINE OF A DIRT DRIVE LEADING TO A KS1097'LARGE WHITE HOUSE, 3.4 FEET NORTHEAST OF A WHITE PICKET FENCE KS1097'BORDERING A GROVE AND THE LAWN IN FRONT OF THE HOUSE, AND IN LINE KS1097'WITH A ROW OF LARGE LOCUST TREES. A UNITED STATES GEOLOGICAL KS1097'SURVEY STANDARD DISK SET IN THE TOP OF A WHITE-PAINTED CONCRETE KS1097'POST PROJECTING 0.6 FOOT ABOVE GROUND. KS1097 KS1097 STATION RECOVERY (1986) KS1097 KS1097'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLB) KS1097'MARK NOT FOUND. KS1097 KS1097 STATION RECOVERY (1988) KS1097 KS1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1097'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1101 *********************************************************************** KS1101 DESIGNATION - ES 9 KS1101 PID - KS1101 KS1101 STATE/COUNTY- CA/BUTTE KS1101 USGS QUAD - RICHARDSON SPRINGS (1969) KS1101 KS1101 *CURRENT SURVEY CONTROL KS1101 ___________________________________________________________________ KS1101* NAD 83(1986)- 39 46 03. (N) 121 50 37. (W) SCALED KS1101* NAVD 88 - 62.730 (meters) 205.81 (feet) ADJUSTED KS1101 ___________________________________________________________________ KS1101 GEOID HEIGHT- -27.37 (meters) GEOID03 KS1101 DYNAMIC HT - 62.699 (meters) 205.71 (feet) COMP KS1101 MODELED GRAV- 980,123.0 (mgal) NAVD 88 KS1101 KS1101 VERT ORDER - FIRST CLASS II KS1101 KS1101.The horizontal coordinates were scaled from a topographic map and have KS1101.an estimated accuracy of +/- 6 seconds. KS1101 KS1101.The orthometric height was determined by differential leveling KS1101.and adjusted by the National Geodetic Survey in June 1991. KS1101 KS1101.The geoid height was determined by GEOID03. KS1101 KS1101.The dynamic height is computed by dividing the NAVD 88 KS1101.geopotential number by the normal gravity value computed on the KS1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1101.degrees latitude (g = 980.6199 gals.). KS1101 KS1101.The modeled gravity was interpolated from observed gravity values. KS1101 KS1101; North East Units Estimated Accuracy KS1101;SPC CA 2 - 733,220. 2,013,400. MT (+/- 180 meters Scaled) KS1101 KS1101 SUPERSEDED SURVEY CONTROL KS1101 KS1101 NGVD 29 (??/??/??) 62.021 (m) 203.48 (f) ADJUSTED 1 2 KS1101 KS1101.Superseded values are not recommended for survey control. KS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1101.See file dsdata.txt to determine how the superseded data were derived. KS1101 KS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK990025(NAD 83) KS1101_MARKER: DD = SURVEY DISK KS1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1101_STAMPING: ES 9 202 1941 KS1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1101+STABILITY: SURFACE MOTION KS1101 KS1101 HISTORY - Date Condition Report By KS1101 HISTORY - 1941 MONUMENTED USGS KS1101 HISTORY - 1944 GOOD NGS KS1101 HISTORY - 1986 MARK NOT FOUND USPSQD KS1101 HISTORY - 19880718 MARK NOT FOUND NGS KS1101 KS1101 STATION DESCRIPTION KS1101 KS1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 KS1101'3.3 MI N FROM CHICO. KS1101'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 99 E FROM THE INTERSECTION KS1101'OF FOURTH AND MAIN STREETS AT CHICO, BUTTE COUNTY, THENCE KS1101'1.6 MILES EAST AND NORTH ALONG THE RICHARDSON SPRINGS ROAD, 0.4 KS1101'MILE SOUTH OF THE ANDERSON GROCERY AT THE JUNCTION OF A PAVED KS1101'ROAD LEADING SOUTHWEST, AT THE JUNCTION OF A GRAVEL ROAD LEADING KS1101'WEST, 24 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 24 KS1101'FEET WEST OF THE CENTERLINE OF THE RICHARDSON SPRINGS ROAD, 62 KS1101'FEET WEST OF THE WEST SIDE OF A 40-INCH OAK TREE IN THE FRONT KS1101'LAWN OF A ONE-STORY GREEN SHINGLE HOUSE, 3.5 FEET SOUTHWEST OF KS1101'THE BASE OF A POST AT A FENCE CORNER, AND 1.2 FEET NORTH OF A KS1101'WHITE WOODEN WITNESS POST. A UNITED STATES GEOLOGICAL SURVEY KS1101'STANDARD DISK, STAMPED ES 9 202 1941 AND SET IN THE TOP OF A KS1101'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND. KS1101 KS1101 STATION RECOVERY (1986) KS1101 KS1101'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1101'MARK NOT FOUND. KS1101 KS1101 STATION RECOVERY (1988) KS1101 KS1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1101'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0132 *********************************************************************** KT0132 DESIGNATION - F 1079 KT0132 PID - KT0132 KT0132 STATE/COUNTY- CA/GLENN KT0132 USGS QUAD - FRUTO (1973) KT0132 KT0132 *CURRENT SURVEY CONTROL KT0132 ___________________________________________________________________ KT0132* NAD 83(1986)- 39 35 30. (N) 122 27 34. (W) SCALED KT0132* NAVD 88 - 195.03 (+/-2cm) 639.9 (feet) VERTCON KT0132 ___________________________________________________________________ KT0132 GEOID HEIGHT- -29.10 (meters) GEOID03 KT0132 KT0132 VERT ORDER - FIRST CLASS II (See Below) KT0132 KT0132.The horizontal coordinates were scaled from a topographic map and have KT0132.an estimated accuracy of +/- 6 seconds. KT0132 KT0132.The NAVD 88 height was computed by applying the VERTCON shift value to KT0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0132.The vertical order pertains to the NGVD 29 superseded value. KT0132 KT0132.The geoid height was determined by GEOID03. KT0132 KT0132; North East Units Estimated Accuracy KT0132;SPC CA 2 - 713,790. 1,960,540. MT (+/- 180 meters Scaled) KT0132 KT0132 SUPERSEDED SURVEY CONTROL KT0132 KT0132 NGVD 29 (??/??/92) 194.207 (m) 637.16 (f) ADJ UNCH 1 2 KT0132 KT0132.Superseded values are not recommended for survey control. KT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0132.See file dsdata.txt to determine how the superseded data were derived. KT0132 KT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ464825(NAD 83) KT0132_MARKER: DB = BENCH MARK DISK KT0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0132_STAMPING: F 1079 1967 KT0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0132+STABILITY: SURFACE MOTION KT0132 KT0132 HISTORY - Date Condition Report By KT0132 HISTORY - 1967 MONUMENTED CGS KT0132 KT0132 STATION DESCRIPTION KT0132 KT0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0132'6 MI E FROM ELK CREEK. KT0132'5.95 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE AT KT0132'ELK CREEK, ON THE OUTSIDE OF A CURVE, AT THE CROSSING OF A KT0132'POWER LINE, 41 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, KT0132'18 FEET NORTH-NORTHEAST OF TELEPHONE POLE 450, 2 FEET NORTHWEST KT0132'OF POWER POLE 15/8 WITH TWO GUY WIRES, 21.5 FEET NORTHEAST OF A KT0132'FENCE, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER KT0132'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0132'0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1940 *********************************************************************** KS1940 DESIGNATION - F 1434 KS1940 PID - KS1940 KS1940 STATE/COUNTY- CA/BUTTE KS1940 USGS QUAD - HAMLIN CANYON (1969) KS1940 KS1940 *CURRENT SURVEY CONTROL KS1940 ___________________________________________________________________ KS1940* NAD 83(1986)- 39 38 31. (N) 121 42 58. (W) SCALED KS1940* NAVD 88 - 54.575 (meters) 179.05 (feet) ADJUSTED KS1940 ___________________________________________________________________ KS1940 GEOID HEIGHT- -27.47 (meters) GEOID03 KS1940 DYNAMIC HT - 54.546 (meters) 178.96 (feet) COMP KS1940 MODELED GRAV- 980,102.9 (mgal) NAVD 88 KS1940 KS1940 VERT ORDER - FIRST CLASS II KS1940 KS1940.The horizontal coordinates were scaled from a topographic map and have KS1940.an estimated accuracy of +/- 6 seconds. KS1940 KS1940.The orthometric height was determined by differential leveling KS1940.and adjusted by the National Geodetic Survey in June 1991. KS1940 KS1940.The geoid height was determined by GEOID03. KS1940 KS1940.The dynamic height is computed by dividing the NAVD 88 KS1940.geopotential number by the normal gravity value computed on the KS1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1940.degrees latitude (g = 980.6199 gals.). KS1940 KS1940.The modeled gravity was interpolated from observed gravity values. KS1940 KS1940; North East Units Estimated Accuracy KS1940;SPC CA 2 - 719,310. 2,024,370. MT (+/- 180 meters Scaled) KS1940 KS1940 SUPERSEDED SURVEY CONTROL KS1940 KS1940.No superseded survey control is available for this station. KS1940 KS1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ101888(NAD 83) KS1940_MARKER: DV = VERTICAL CONTROL DISK KS1940_SETTING: 38 = PIER KS1940_STAMPING: F 1434 1988 KS1940_MARK LOGO: NGS KS1940_MAGNETIC: N = NO MAGNETIC MATERIAL KS1940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1940+STABILITY: POSITION/ELEVATION WELL KS1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1940+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1940 KS1940 HISTORY - Date Condition Report By KS1940 HISTORY - 1988 MONUMENTED NGS KS1940 KS1940 STATION DESCRIPTION KS1940 KS1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1940'15.3 KM (9.50 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1940'JUNCTION OF 1ST AVENUE IN CHICO, SET VERTICALLY IN THE NORTHWEST FACE KS1940'OF THE MOST NORTHERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF PENTZ ROAD KS1940'OVERPASS OF THE HIGHWAY, 10.9 M (35.8 FT) NORTHEAST OF THE CENTERLINE KS1940'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE KS1940'LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0887 *********************************************************************** KS0887 DESIGNATION - F 146 KS0887 PID - KS0887 KS0887 STATE/COUNTY- CA/BUTTE KS0887 USGS QUAD - BIGGS (1970) KS0887 KS0887 *CURRENT SURVEY CONTROL KS0887 ___________________________________________________________________ KS0887* NAD 83(1986)- 39 29 37. (N) 121 44 34. (W) SCALED KS0887* NAVD 88 - 33.068 (meters) 108.49 (feet) ADJUSTED KS0887 ___________________________________________________________________ KS0887 GEOID HEIGHT- -28.01 (meters) GEOID03 KS0887 DYNAMIC HT - 33.051 (meters) 108.43 (feet) COMP KS0887 MODELED GRAV- 980,107.0 (mgal) NAVD 88 KS0887 KS0887 VERT ORDER - FIRST CLASS II KS0887 KS0887.The horizontal coordinates were scaled from a topographic map and have KS0887.an estimated accuracy of +/- 6 seconds. KS0887 KS0887.The orthometric height was determined by differential leveling KS0887.and adjusted by the National Geodetic Survey in June 1991. KS0887 KS0887.The geoid height was determined by GEOID03. KS0887 KS0887.The dynamic height is computed by dividing the NAVD 88 KS0887.geopotential number by the normal gravity value computed on the KS0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0887.degrees latitude (g = 980.6199 gals.). KS0887 KS0887.The modeled gravity was interpolated from observed gravity values. KS0887 KS0887; North East Units Estimated Accuracy KS0887;SPC CA 2 - 702,840. 2,022,130. MT (+/- 180 meters Scaled) KS0887 KS0887 SUPERSEDED SURVEY CONTROL KS0887 KS0887 NGVD 29 (??/??/??) 32.361 (m) 106.17 (f) ADJUSTED 1 2 KS0887 KS0887.Superseded values are not recommended for survey control. KS0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0887.See file dsdata.txt to determine how the superseded data were derived. KS0887 KS0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ081723(NAD 83) KS0887_MARKER: DB = BENCH MARK DISK KS0887_SETTING: 36 = BUILDING KS0887_STAMPING: F 146 1932 KS0887_MARK LOGO: CGS KS0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0887+STABILITY: SURFACE MOTION KS0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0887+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0887 KS0887 HISTORY - Date Condition Report By KS0887 HISTORY - 1932 MONUMENTED CGS KS0887 HISTORY - 1949 GOOD NGS KS0887 HISTORY - 19880804 GOOD NGS KS0887 HISTORY - 20040324 GOOD CADT KS0887 KS0887 STATION DESCRIPTION KS0887 KS0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0887'0.2 MI S FROM RICHVALE. KS0887'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0887'STATION AT RICHVALE, 60 YARDS WEST OF THE U.S. HIGHWAY 99 E KS0887'CROSSING, AT A LARGE WAREHOUSE, SET VERTICALLY IN THE NORTH KS0887'CONCRETE FOUNDATION WALL, 3 FEET WEST OF THE NORTHEAST CORNER, KS0887'95 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 FEET WEST OF KS0887'THE WEST RAIL OF A SIDE TRACK, AND 2.3 FEET ABOVE THE GROUND. A KS0887'STANDARD DISK, STAMPED F 146 1932. KS0887 KS0887 STATION RECOVERY (1988) KS0887 KS0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0887'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN RICHVALE, KS0887'AT THE INTERSECTION OF RICHVALE HIGHWAY AND THE SOUTHERN PACIFIC KS0887'RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION KS0887'OF A LARGE METAL BUILDING, 49.4 M (162.1 FT) WEST OF THE NEAR RAIL, KS0887'27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.9 M KS0887'(3.0 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.7 M KS0887'(2.3 FT) ABOVE THE GROUND SURFACE. KS0887 KS0887 STATION RECOVERY (2004) KS0887 KS0887'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0887'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0738 *********************************************************************** KT0738 DESIGNATION - F 216 KT0738 PID - KT0738 KT0738 STATE/COUNTY- CA/GLENN KT0738 USGS QUAD - ELK CREEK (1968) KT0738 KT0738 *CURRENT SURVEY CONTROL KT0738 ___________________________________________________________________ KT0738* NAD 83(1986)- 39 36 46. (N) 122 31 42. (W) SCALED KT0738* NAVD 88 - 222.58 (+/-2cm) 730.2 (feet) VERTCON KT0738 ___________________________________________________________________ KT0738 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0738 KT0738 VERT ORDER - FIRST CLASS II (See Below) KT0738 KT0738.The horizontal coordinates were scaled from a topographic map and have KT0738.an estimated accuracy of +/- 6 seconds. KT0738 KT0738.The NAVD 88 height was computed by applying the VERTCON shift value to KT0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0738.The vertical order pertains to the NGVD 29 superseded value. KT0738 KT0738.The geoid height was determined by GEOID03. KT0738 KT0738; North East Units Estimated Accuracy KT0738;SPC CA 2 - 716,170. 1,954,630. MT (+/- 180 meters Scaled) KT0738 KT0738 SUPERSEDED SURVEY CONTROL KT0738 KT0738 NGVD 29 (??/??/92) 221.744 (m) 727.51 (f) ADJ UNCH 1 2 KT0738 KT0738.Superseded values are not recommended for survey control. KT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0738.See file dsdata.txt to determine how the superseded data were derived. KT0738 KT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ404848(NAD 83) KT0738_MARKER: DB = BENCH MARK DISK KT0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0738_STAMPING: F 216 1935 KT0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0738+STABILITY: SURFACE MOTION KT0738 KT0738 HISTORY - Date Condition Report By KT0738 HISTORY - 1935 MONUMENTED CGS KT0738 HISTORY - 1967 GOOD NGS KT0738 KT0738 STATION DESCRIPTION KT0738 KT0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0738'0.8 MI N FROM ELK CREEK. KT0738'0.85 MILE NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0738'ELK CREEK, AT THE JUNCTION OF COUNTY ROAD 300 EAST TO WILLOWS, KT0738'23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 150 1/2 KT0738'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A ROAD SOUTH, 3.8 KT0738'FEET SOUTHEAST OF A FENCE, 1.2 FEET SOUTHWEST OF A WITNESS POST, KT0738'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A KT0738'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0121 *********************************************************************** KT0121 DESIGNATION - F 226 KT0121 PID - KT0121 KT0121 STATE/COUNTY- CA/GLENN KT0121 USGS QUAD - STONE VALLEY (1969) KT0121 KT0121 *CURRENT SURVEY CONTROL KT0121 ___________________________________________________________________ KT0121* NAD 83(1986)- 39 33 26. (N) 122 21 44. (W) SCALED KT0121* NAVD 88 - 107.08 (+/-2cm) 351.3 (feet) VERTCON KT0121 ___________________________________________________________________ KT0121 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0121 KT0121 VERT ORDER - SECOND CLASS 0 (See Below) KT0121 KT0121.The horizontal coordinates were scaled from a topographic map and have KT0121.an estimated accuracy of +/- 6 seconds. KT0121 KT0121.The NAVD 88 height was computed by applying the VERTCON shift value to KT0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0121.The vertical order pertains to the NGVD 29 superseded value. KT0121 KT0121.The geoid height was determined by GEOID03. KT0121 KT0121; North East Units Estimated Accuracy KT0121;SPC CA 2 - 709,930. 1,968,870. MT (+/- 180 meters Scaled) KT0121 KT0121 SUPERSEDED SURVEY CONTROL KT0121 KT0121 NGVD 29 (??/??/92) 106.299 (m) 348.75 (f) ADJ UNCH 2 0 KT0121 KT0121.Superseded values are not recommended for survey control. KT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0121.See file dsdata.txt to determine how the superseded data were derived. KT0121 KT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ547788(NAD 83) KT0121_MARKER: DB = BENCH MARK DISK KT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0121_STAMPING: F 226 1935 KT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0121+STABILITY: SURFACE MOTION KT0121 KT0121 HISTORY - Date Condition Report By KT0121 HISTORY - 1935 MONUMENTED CGS KT0121 HISTORY - 1952 MARK NOT FOUND NGS KT0121 HISTORY - 1958 MARK NOT FOUND USGS KT0121 KT0121 STATION DESCRIPTION KT0121 KT0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 KT0121'5.9 MI SE FROM FRUTO. KT0121'5.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0121'THE STATION AT FRUTO, GLENN COUNTY, 10.2 MILES WEST ALONG A COUNTY KT0121'ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 99 W AT WILLOWS, 54 KT0121'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 127 FEET SOUTHWEST OF KT0121'THE INTERSECTION OF THE NORTH RIGHT-OF-WAY FENCE AND THE KT0121'NORTH-AND-SOUTH FENCE, AND 10.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY KT0121'FENCE. A STANDARD DISK, STAMPED F 226 1935 AND SET IN THE TOP OF KT0121'A CONCRETE POST. KT0121 KT0121 STATION RECOVERY (1958) KT0121 KT0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 KT0121'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0468 *********************************************************************** KT0468 DESIGNATION - F 277 KT0468 PID - KT0468 KT0468 STATE/COUNTY- CA/GLENN KT0468 USGS QUAD - LOGANDALE (1973) KT0468 KT0468 *CURRENT SURVEY CONTROL KT0468 ___________________________________________________________________ KT0468* NAD 83(1986)- 39 28 02. (N) 122 13 18. (W) SCALED KT0468* NAVD 88 - 39.14 (+/-2cm) 128.4 (feet) VERTCON KT0468 ___________________________________________________________________ KT0468 GEOID HEIGHT- -29.14 (meters) GEOID03 KT0468 KT0468 VERT ORDER - FIRST CLASS II (See Below) KT0468 KT0468.The horizontal coordinates were scaled from a topographic map and have KT0468.an estimated accuracy of +/- 6 seconds. KT0468 KT0468.The NAVD 88 height was computed by applying the VERTCON shift value to KT0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0468.The vertical order pertains to the NGVD 29 superseded value. KT0468 KT0468.The geoid height was determined by GEOID03. KT0468 KT0468; North East Units Estimated Accuracy KT0468;SPC CA 2 - 699,900. 1,980,930. MT (+/- 180 meters Scaled) KT0468 KT0468 SUPERSEDED SURVEY CONTROL KT0468 KT0468 NGVD 29 (??/??/92) 38.396 (m) 125.97 (f) ADJ UNCH 1 2 KT0468 KT0468.Superseded values are not recommended for survey control. KT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0468.See file dsdata.txt to determine how the superseded data were derived. KT0468 KT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ669689(NAD 83) KT0468_MARKER: DB = BENCH MARK DISK KT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0468_STAMPING: F 277 1935 KT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0468+STABILITY: SURFACE MOTION KT0468 KT0468 HISTORY - Date Condition Report By KT0468 HISTORY - 1935 MONUMENTED CGS KT0468 HISTORY - 1949 GOOD NGS KT0468 KT0468 STATION DESCRIPTION KT0468 KT0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0468'5.6 MI SW FROM WILLOWS. KT0468'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0468'STATION AT WILLOWS, GLENN COUNTY, THENCE 1.6 MILES WEST ALONG KT0468'THE STONYFORD ROAD, 101 FEET WEST OF THE NORTHWEST CORNER OF THE KT0468'EAST HEADWALL OF A WOODEN BRIDGE OVER A LARGE IRRIGATION DITCH, KT0468'29 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH KT0468'OF A FENCE. A STANDARD DISK, STAMPED F 277 1935 AND SET IN THE KT0468'TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0042 *********************************************************************** KT0042 DESIGNATION - F 381 KT0042 PID - KT0042 KT0042 STATE/COUNTY- CA/GLENN KT0042 USGS QUAD - WILLOWS (1969) KT0042 KT0042 *CURRENT SURVEY CONTROL KT0042 ___________________________________________________________________ KT0042* NAD 83(1986)- 39 36 41. (N) 122 14 42. (W) SCALED KT0042* NAVD 88 - 55.41 (+/-2cm) 181.8 (feet) VERTCON KT0042 ___________________________________________________________________ KT0042 GEOID HEIGHT- -28.88 (meters) GEOID03 KT0042 KT0042 VERT ORDER - SECOND CLASS 0 (See Below) KT0042 KT0042.The horizontal coordinates were scaled from a topographic map and have KT0042.an estimated accuracy of +/- 6 seconds. KT0042 KT0042.The NAVD 88 height was computed by applying the VERTCON shift value to KT0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0042.The vertical order pertains to the NGVD 29 superseded value. KT0042 KT0042.The geoid height was determined by GEOID03. KT0042 KT0042; North East Units Estimated Accuracy KT0042;SPC CA 2 - 715,910. 1,978,960. MT (+/- 180 meters Scaled) KT0042 KT0042 SUPERSEDED SURVEY CONTROL KT0042 KT0042 NGVD 29 (??/??/92) 54.654 (m) 179.31 (f) ADJ UNCH 2 0 KT0042 KT0042.Superseded values are not recommended for survey control. KT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0042.See file dsdata.txt to determine how the superseded data were derived. KT0042 KT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ648848(NAD 83) KT0042_MARKER: DB = BENCH MARK DISK KT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0042_STAMPING: F 381 1949 KT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0042+STABILITY: SURFACE MOTION KT0042 KT0042 HISTORY - Date Condition Report By KT0042 HISTORY - 1949 MONUMENTED CGS KT0042 KT0042 STATION DESCRIPTION KT0042 KT0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0042'3.3 MI W FROM ARTOIS. KT0042'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0042'STATION AT ARTOIS, THENCE 2.7 MILES WEST ALONG COUNTY ROAD 35, KT0042'80 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE DIP ACROSS KT0042'WILSON CREEK, 48 FEET WEST OF THE CENTER OF A STEEL WIRE GATE KT0042'ACROSS A TRACK ROAD LEADING SOUTH TO A FARMHOUSE, 23 FEET SOUTH KT0042'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A FENCE, 1.6 KT0042'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND KT0042'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE KT0042'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0109 *********************************************************************** KT0109 DESIGNATION - F 643 KT0109 PID - KT0109 KT0109 STATE/COUNTY- CA/GLENN KT0109 USGS QUAD - JULIAN ROCKS (1973) KT0109 KT0109 *CURRENT SURVEY CONTROL KT0109 ___________________________________________________________________ KT0109* NAD 83(1986)- 39 40 56. (N) 122 29 19. (W) SCALED KT0109* NAVD 88 - 188.02 (+/-2cm) 616.9 (feet) VERTCON KT0109 ___________________________________________________________________ KT0109 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0109 KT0109 VERT ORDER - SECOND CLASS 0 (See Below) KT0109 KT0109.The horizontal coordinates were scaled from a topographic map and have KT0109.an estimated accuracy of +/- 6 seconds. KT0109 KT0109.The NAVD 88 height was computed by applying the VERTCON shift value to KT0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0109.The vertical order pertains to the NGVD 29 superseded value. KT0109 KT0109.The geoid height was determined by GEOID03. KT0109 KT0109; North East Units Estimated Accuracy KT0109;SPC CA 2 - 723,860. 1,958,080. MT (+/- 180 meters Scaled) KT0109 KT0109 SUPERSEDED SURVEY CONTROL KT0109 KT0109 NGVD 29 (??/??/92) 187.186 (m) 614.13 (f) ADJ UNCH 2 0 KT0109 KT0109.Superseded values are not recommended for survey control. KT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0109.See file dsdata.txt to determine how the superseded data were derived. KT0109 KT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ438926(NAD 83) KT0109_MARKER: DB = BENCH MARK DISK KT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0109_STAMPING: F 643 1942 KT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0109+STABILITY: SURFACE MOTION KT0109 KT0109 HISTORY - Date Condition Report By KT0109 HISTORY - 1942 MONUMENTED CGS KT0109 KT0109 STATION DESCRIPTION KT0109 KT0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0109'7.5 MI NE FROM ELK CREEK. KT0109'7.5 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0109'GLENN COUNTY, 0.6 MILE EAST OF A RANCH HOUSE, 0.4 MILE EAST OF KT0109'AN OLD BARN, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND NEAR KT0109'A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED F 643 1942 KT0109'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1152 *********************************************************************** KS1152 DESIGNATION - F 847 KS1152 PID - KS1152 KS1152 STATE/COUNTY- CA/BUTTE KS1152 USGS QUAD - SHIPPEE (1969) KS1152 KS1152 *CURRENT SURVEY CONTROL KS1152 ___________________________________________________________________ KS1152* NAD 83(1986)- 39 34 13. (N) 121 43 53. (W) SCALED KS1152* NAVD 88 - 43.03 (+/-2cm) 141.2 (feet) VERTCON KS1152 ___________________________________________________________________ KS1152 GEOID HEIGHT- -27.71 (meters) GEOID03 KS1152 KS1152 VERT ORDER - FIRST CLASS II (See Below) KS1152 KS1152.The horizontal coordinates were scaled from a topographic map and have KS1152.an estimated accuracy of +/- 6 seconds. KS1152 KS1152.The NAVD 88 height was computed by applying the VERTCON shift value to KS1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1152.The vertical order pertains to the NGVD 29 superseded value. KS1152 KS1152.The geoid height was determined by GEOID03. KS1152 KS1152; North East Units Estimated Accuracy KS1152;SPC CA 2 - 711,350. 2,023,080. MT (+/- 180 meters Scaled) KS1152 KS1152 SUPERSEDED SURVEY CONTROL KS1152 KS1152 NGVD 29 (??/??/??) 42.325 (m) 138.86 (f) ADJUSTED 1 2 KS1152 KS1152.Superseded values are not recommended for survey control. KS1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1152.See file dsdata.txt to determine how the superseded data were derived. KS1152 KS1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ089808(NAD 83) KS1152_MARKER: DB = BENCH MARK DISK KS1152_SETTING: 36 = BRIDGE KS1152_STAMPING: F 847 1948 KS1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1152 KS1152 HISTORY - Date Condition Report By KS1152 HISTORY - 1948 MONUMENTED CGS KS1152 HISTORY - 20040324 MARK NOT FOUND CADT KS1152 KS1152 STATION DESCRIPTION KS1152 KS1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1152'6.3 MI SE FROM DURHAM. KS1152'6.3 MILES SOUTHEAST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1152'THE STATION AT DURHAM, ABOUT 6.0 MILES NORTHWEST OF OROVILLE KS1152'JUNCTION, AT BLAVO, ABOUT 4 RAILS SOUTHEAST OF CROSSING 171.1, KS1152'AT RAILROAD BRIDGE 171.07, IN THE TOP OF THE NORTHEAST END OF KS1152'THE NORTH CONCRETE ABUTMENT, 4.4 FEET NORTHEAST OF THE NORTHEAST KS1152'RAIL, AND ABOUT LEVEL WITH THE TRACK. KS1152 KS1152 STATION RECOVERY (2004) KS1152 KS1152'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1152'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1085 *********************************************************************** KS1085 DESIGNATION - F 848 KS1085 PID - KS1085 KS1085 STATE/COUNTY- CA/BUTTE KS1085 USGS QUAD - NORD (1969) KS1085 KS1085 *CURRENT SURVEY CONTROL KS1085 ___________________________________________________________________ KS1085* NAD 83(1986)- 39 47 19. (N) 121 57 51. (W) SCALED KS1085* NAVD 88 - 47.478 (meters) 155.77 (feet) ADJUSTED KS1085 ___________________________________________________________________ KS1085 GEOID HEIGHT- -27.70 (meters) GEOID03 KS1085 DYNAMIC HT - 47.455 (meters) 155.69 (feet) COMP KS1085 MODELED GRAV- 980,130.8 (mgal) NAVD 88 KS1085 KS1085 VERT ORDER - FIRST CLASS II KS1085 KS1085.The horizontal coordinates were scaled from a topographic map and have KS1085.an estimated accuracy of +/- 6 seconds. KS1085 KS1085.The orthometric height was determined by differential leveling KS1085.and adjusted by the National Geodetic Survey in June 1991. KS1085 KS1085.The geoid height was determined by GEOID03. KS1085 KS1085.The dynamic height is computed by dividing the NAVD 88 KS1085.geopotential number by the normal gravity value computed on the KS1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1085.degrees latitude (g = 980.6199 gals.). KS1085 KS1085.The modeled gravity was interpolated from observed gravity values. KS1085 KS1085; North East Units Estimated Accuracy KS1085;SPC CA 2 - 735,560. 2,003,070. MT (+/- 180 meters Scaled) KS1085 KS1085 SUPERSEDED SURVEY CONTROL KS1085 KS1085 NGVD 29 (??/??/??) 46.758 (m) 153.41 (f) ADJUSTED 1 2 KS1085 KS1085.Superseded values are not recommended for survey control. KS1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1085.See file dsdata.txt to determine how the superseded data were derived. KS1085 KS1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK886048(NAD 83) KS1085_MARKER: DB = BENCH MARK DISK KS1085_SETTING: 36 = BRIDGE KS1085_STAMPING: F 848 1948 KS1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1085 KS1085 HISTORY - Date Condition Report By KS1085 HISTORY - 1948 MONUMENTED CGS KS1085 HISTORY - 20040324 MARK NOT FOUND CADT KS1085 KS1085 STATION DESCRIPTION KS1085 KS1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1085'8.1 MI NW FROM CHICO. KS1085'ABOUT 8.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1085'THE STATION AT CHICO, 35.0 FEET SOUTH OF MILEPOST NO. 192, 6.6 KS1085'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET ON KS1085'TOP AND AT THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT KS1085'OF RAILROAD BRIDGE NO. 191.98 AND ABOUT 0.5 FOOT BELOW THE KS1085'TRACKS. KS1085 KS1085 STATION RECOVERY (2004) KS1085 KS1085'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1085'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0151 *********************************************************************** KT0151 DESIGNATION - F 852 KT0151 PID - KT0151 KT0151 STATE/COUNTY- CA/GLENN KT0151 USGS QUAD - FRUTO NE (1969) KT0151 KT0151 *CURRENT SURVEY CONTROL KT0151 ___________________________________________________________________ KT0151* NAD 83(1986)- 39 41 05. (N) 122 15 10. (W) SCALED KT0151* NAVD 88 - 71.55 (+/-2cm) 234.7 (feet) VERTCON KT0151 ___________________________________________________________________ KT0151 GEOID HEIGHT- -28.78 (meters) GEOID03 KT0151 KT0151 VERT ORDER - FIRST CLASS II (See Below) KT0151 KT0151.The horizontal coordinates were scaled from a topographic map and have KT0151.an estimated accuracy of +/- 6 seconds. KT0151 KT0151.The NAVD 88 height was computed by applying the VERTCON shift value to KT0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0151.The vertical order pertains to the NGVD 29 superseded value. KT0151 KT0151.The geoid height was determined by GEOID03. KT0151 KT0151; North East Units Estimated Accuracy KT0151;SPC CA 2 - 724,050. 1,978,320. MT (+/- 180 meters Scaled) KT0151 KT0151 SUPERSEDED SURVEY CONTROL KT0151 KT0151 NGVD 29 (??/??/92) 70.789 (m) 232.25 (f) ADJ UNCH 1 2 KT0151 KT0151.Superseded values are not recommended for survey control. KT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0151.See file dsdata.txt to determine how the superseded data were derived. KT0151 KT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ640930(NAD 83) KT0151_MARKER: DB = BENCH MARK DISK KT0151_SETTING: 36 = BRIDGE KT0151_STAMPING: F 852 1949 KT0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0151 KT0151 HISTORY - Date Condition Report By KT0151 HISTORY - 1949 MONUMENTED CGS KT0151 KT0151 STATION DESCRIPTION KT0151 KT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0151'7.3 MI SW FROM ORLAND. KT0151'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0151'STATION AT ORLAND, THENCE 3.1 MILES WEST ALONG COUNTY ROAD NO. 25, KT0151'THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD D, AT A HIGHWAY BRIDGE, KT0151'61 FEET SOUTHEAST OF A POWER POLE, 10.5 FEET EAST OF THE CENTER KT0151'LINE OF THE ROAD, 8.4 FEET WEST OF A FENCE LINE, AND SET IN THE KT0151'CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0997 *********************************************************************** KS0997 DESIGNATION - F 853 KS0997 PID - KS0997 KS0997 STATE/COUNTY- CA/BUTTE KS0997 USGS QUAD - WEST OF BIGGS (1973) KS0997 KS0997 *CURRENT SURVEY CONTROL KS0997 ___________________________________________________________________ KS0997* NAD 83(1986)- 39 27 52. (N) 121 47 56. (W) SCALED KS0997* NAVD 88 - 27.76 (+/-2cm) 91.1 (feet) VERTCON KS0997 ___________________________________________________________________ KS0997 GEOID HEIGHT- -28.19 (meters) GEOID03 KS0997 KS0997 VERT ORDER - FIRST CLASS II (See Below) KS0997 KS0997.The horizontal coordinates were scaled from a topographic map and have KS0997.an estimated accuracy of +/- 6 seconds. KS0997 KS0997.The NAVD 88 height was computed by applying the VERTCON shift value to KS0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0997.The vertical order pertains to the NGVD 29 superseded value. KS0997 KS0997.The geoid height was determined by GEOID03. KS0997 KS0997; North East Units Estimated Accuracy KS0997;SPC CA 2 - 699,590. 2,017,310. MT (+/- 180 meters Scaled) KS0997 KS0997 SUPERSEDED SURVEY CONTROL KS0997 KS0997 NGVD 29 (??/??/??) 27.050 (m) 88.75 (f) ADJUSTED 1 2 KS0997 KS0997.Superseded values are not recommended for survey control. KS0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0997.See file dsdata.txt to determine how the superseded data were derived. KS0997 KS0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ033690(NAD 83) KS0997_MARKER: DB = BENCH MARK DISK KS0997_SETTING: 36 = BRIDGE KS0997_STAMPING: F 853 1949 KS0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0997+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0997 KS0997 HISTORY - Date Condition Report By KS0997 HISTORY - 1949 MONUMENTED CGS KS0997 HISTORY - 20040324 GOOD CADT KS0997 KS0997 STATION DESCRIPTION KS0997 KS0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0997'5.9 MI SW FROM RICHVALE. KS0997'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0997'STATION AT RICHVALE, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY KS0997'45, AT A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, IN THE TOP OF KS0997'THE EAST END OF THE SOUTH HEAD WALL, 19 FEET SOUTH OF THE KS0997'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. KS0997 KS0997 STATION RECOVERY (2004) KS0997 KS0997'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0997'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0330 *********************************************************************** KT0330 DESIGNATION - G 1078 KT0330 PID - KT0330 KT0330 STATE/COUNTY- CA/COLUSA KT0330 USGS QUAD - MAXWELL (1994) KT0330 KT0330 *CURRENT SURVEY CONTROL KT0330 ___________________________________________________________________ KT0330* NAD 83(1986)- 39 20 04. (N) 122 11 29. (W) SCALED KT0330* NAVD 88 - 29.81 (+/-2cm) 97.8 (feet) VERTCON KT0330 ___________________________________________________________________ KT0330 GEOID HEIGHT- -29.45 (meters) GEOID03 KT0330 KT0330 VERT ORDER - FIRST CLASS II (See Below) KT0330 KT0330.The horizontal coordinates were scaled from a topographic map and have KT0330.an estimated accuracy of +/- 6 seconds. KT0330 KT0330.The NAVD 88 height was computed by applying the VERTCON shift value to KT0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0330.The vertical order pertains to the NGVD 29 superseded value. KT0330 KT0330.The geoid height was determined by GEOID03. KT0330 KT0330; North East Units Estimated Accuracy KT0330;SPC CA 2 - 685,150. 1,983,500. MT (+/- 180 meters Scaled) KT0330 KT0330 SUPERSEDED SURVEY CONTROL KT0330 KT0330 NGVD 29 (??/??/92) 29.066 (m) 95.36 (f) ADJ UNCH 1 2 KT0330 KT0330.Superseded values are not recommended for survey control. KT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0330.See file dsdata.txt to determine how the superseded data were derived. KT0330 KT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696542(NAD 83) KT0330_MARKER: DB = BENCH MARK DISK KT0330_SETTING: 36 = BRIDGE KT0330_STAMPING: G 1078 1967 KT0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0330 KT0330 HISTORY - Date Condition Report By KT0330 HISTORY - 1967 MONUMENTED CGS KT0330 HISTORY - 20040415 MARK NOT FOUND CADT KT0330 KT0330 STATION DESCRIPTION KT0330 KT0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0330'4 MI N FROM MAXWELL. KT0330'4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0330'THE CROSSING OF OAK STREET AT MAXWELL, 1 1/4 POLES NORTH OF KT0330'MILEPOLE 137, AT THE CROSSING OF LENAHAN ROAD, IN THE TOP AND KT0330'0.6 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE CURB OF KT0330'HIGHWAY BRIDGE 15-14 OVER FUNKS CREEK, 20 FEET EAST OF THE CENTER KT0330'LINE OF THE HIGHWAY, 58.3 FEET WEST OF THE WEST RAIL, ABOUT LEVEL KT0330'WITH THE HIGHWAY AND TRACK. KT0330 KT0330 STATION RECOVERY (2004) KT0330 KT0330'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0330'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0128 *********************************************************************** KT0128 DESIGNATION - G 1079 KT0128 PID - KT0128 KT0128 STATE/COUNTY- CA/GLENN KT0128 USGS QUAD - FRUTO (1973) KT0128 KT0128 *CURRENT SURVEY CONTROL KT0128 ___________________________________________________________________ KT0128* NAD 83(1986)- 39 35 17. (N) 122 26 03. (W) SCALED KT0128* NAVD 88 - 175.86 (+/-2cm) 577.0 (feet) VERTCON KT0128 ___________________________________________________________________ KT0128 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0128 KT0128 VERT ORDER - FIRST CLASS II (See Below) KT0128 KT0128.The horizontal coordinates were scaled from a topographic map and have KT0128.an estimated accuracy of +/- 6 seconds. KT0128 KT0128.The NAVD 88 height was computed by applying the VERTCON shift value to KT0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0128.The vertical order pertains to the NGVD 29 superseded value. KT0128 KT0128.The geoid height was determined by GEOID03. KT0128 KT0128; North East Units Estimated Accuracy KT0128;SPC CA 2 - 713,380. 1,962,710. MT (+/- 180 meters Scaled) KT0128 KT0128 SUPERSEDED SURVEY CONTROL KT0128 KT0128 NGVD 29 (??/??/92) 175.050 (m) 574.31 (f) ADJ UNCH 1 2 KT0128 KT0128.Superseded values are not recommended for survey control. KT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0128.See file dsdata.txt to determine how the superseded data were derived. KT0128 KT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ485821(NAD 83) KT0128_MARKER: DB = BENCH MARK DISK KT0128_SETTING: 36 = BRIDGE KT0128_STAMPING: G 107 1967 KT0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0128 KT0128 HISTORY - Date Condition Report By KT0128 HISTORY - 1967 MONUMENTED CGS KT0128 KT0128 STATION DESCRIPTION KT0128 KT0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0128'7.4 MI E FROM ELK CREEK. KT0128'7.35 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE AT KT0128'ELK CREEK, 0.65 MILE EAST OF AN ABANDONED SCHOOL AT FRUTO, IN THE KT0128'TOP AND 0.7 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE KT0128'GUARDWALL OF A CONCRETE BRIDGE OVER A CREEK, 13 1/2 FEET SOUTH OF KT0128'THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE KT0128'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1939 *********************************************************************** KS1939 DESIGNATION - G 1434 KS1939 PID - KS1939 KS1939 STATE/COUNTY- CA/BUTTE KS1939 USGS QUAD - HAMLIN CANYON (1969) KS1939 KS1939 *CURRENT SURVEY CONTROL KS1939 ___________________________________________________________________ KS1939* NAD 83(1986)- 39 39 22. (N) 121 43 53. (W) SCALED KS1939* NAVD 88 - 55.730 (meters) 182.84 (feet) ADJUSTED KS1939 ___________________________________________________________________ KS1939 GEOID HEIGHT- -27.44 (meters) GEOID03 KS1939 DYNAMIC HT - 55.701 (meters) 182.75 (feet) COMP KS1939 MODELED GRAV- 980,105.8 (mgal) NAVD 88 KS1939 KS1939 VERT ORDER - FIRST CLASS II KS1939 KS1939.The horizontal coordinates were scaled from a topographic map and have KS1939.an estimated accuracy of +/- 6 seconds. KS1939 KS1939.The orthometric height was determined by differential leveling KS1939.and adjusted by the National Geodetic Survey in June 1991. KS1939 KS1939.The geoid height was determined by GEOID03. KS1939 KS1939.The dynamic height is computed by dividing the NAVD 88 KS1939.geopotential number by the normal gravity value computed on the KS1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1939.degrees latitude (g = 980.6199 gals.). KS1939 KS1939.The modeled gravity was interpolated from observed gravity values. KS1939 KS1939; North East Units Estimated Accuracy KS1939;SPC CA 2 - 720,880. 2,023,050. MT (+/- 180 meters Scaled) KS1939 KS1939 SUPERSEDED SURVEY CONTROL KS1939 KS1939.No superseded survey control is available for this station. KS1939 KS1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ088903(NAD 83) KS1939_MARKER: DV = VERTICAL CONTROL DISK KS1939_SETTING: 66 = SET IN ROCK OUTCROP KS1939_STAMPING: G 1434 1988 KS1939_MARK LOGO: NGS KS1939_MAGNETIC: N = NO MAGNETIC MATERIAL KS1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1939+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1939 KS1939 HISTORY - Date Condition Report By KS1939 HISTORY - 1988 MONUMENTED NGS KS1939 HISTORY - 20040324 GOOD CADT KS1939 KS1939 STATION DESCRIPTION KS1939 KS1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1939'13.3 KM (8.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1939'JUNCTION OF 1ST AVENUE IN CHICO, NEAR THE CENTER OF A 3 BY 3 FOOT AREA KS1939'OF OUTCROPPING BEDROCK, 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE KS1939'OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT) NORTHWEST OF KS1939'THE CENTER OF A FIELD ENTRANCE, 4.5 M (14.8 FT) SOUTH OF A WITNESS KS1939'POST AND FENCE CORNER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE KS1939'HIGHWAY. KS1939 KS1939 STATION RECOVERY (2004) KS1939 KS1939'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1939'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0885 *********************************************************************** KS0885 DESIGNATION - G 146 KS0885 PID - KS0885 KS0885 STATE/COUNTY- CA/BUTTE KS0885 USGS QUAD - BIGGS (1970) KS0885 KS0885 *CURRENT SURVEY CONTROL KS0885 ___________________________________________________________________ KS0885* NAD 83(1986)- 39 29 45. (N) 121 44 36. (W) SCALED KS0885* NAVD 88 - 32.567 (meters) 106.85 (feet) ADJUSTED KS0885 ___________________________________________________________________ KS0885 GEOID HEIGHT- -28.00 (meters) GEOID03 KS0885 DYNAMIC HT - 32.550 (meters) 106.79 (feet) COMP KS0885 MODELED GRAV- 980,107.5 (mgal) NAVD 88 KS0885 KS0885 VERT ORDER - SECOND CLASS 0 KS0885 KS0885.The horizontal coordinates were scaled from a topographic map and have KS0885.an estimated accuracy of +/- 6 seconds. KS0885 KS0885.The orthometric height was determined by differential leveling KS0885.and adjusted by the National Geodetic Survey in June 1991. KS0885 KS0885.The geoid height was determined by GEOID03. KS0885 KS0885.The dynamic height is computed by dividing the NAVD 88 KS0885.geopotential number by the normal gravity value computed on the KS0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0885.degrees latitude (g = 980.6199 gals.). KS0885 KS0885.The modeled gravity was interpolated from observed gravity values. KS0885 KS0885; North East Units Estimated Accuracy KS0885;SPC CA 2 - 703,080. 2,022,080. MT (+/- 180 meters Scaled) KS0885 KS0885 SUPERSEDED SURVEY CONTROL KS0885 KS0885 NGVD 29 (??/??/??) 31.861 (m) 104.53 (f) ADJUSTED 2 0 KS0885 KS0885.Superseded values are not recommended for survey control. KS0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0885.See file dsdata.txt to determine how the superseded data were derived. KS0885 KS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ080725(NAD 83) KS0885_MARKER: DB = BENCH MARK DISK KS0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0885_STAMPING: G 146 1932 KS0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0885+STABILITY: SURFACE MOTION KS0885 KS0885 HISTORY - Date Condition Report By KS0885 HISTORY - 1932 MONUMENTED CGS KS0885 HISTORY - 1941 POOR NGS KS0885 HISTORY - 1970 MARK NOT FOUND USGS KS0885 HISTORY - 19880804 MARK NOT FOUND NGS KS0885 KS0885 STATION DESCRIPTION KS0885 KS0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941 KS0885'AT RICHVALE. KS0885'AT RICHVALE, BUTTE COUNTY, 290 FEET SOUTHEAST OF THE SOUTHERN KS0885'PACIFIC RAILROAD STATION, 51 FEET SOUTHWEST OF THE MAIN TRACK, KS0885'AND 6 FEET SOUTHWEST OF THE WESTERNMOST ROW OF POLES. A STANDARD KS0885'DISK, STAMPED G 146 1932 AND SET IN THE TOP OF A CONCRETE POST. KS0885'NOTE-- THE MARK SHOWS UNMISTAKABLE EVIDENCE OF BEING DISTURBED. KS0885'THE CONCRETE POST HAS BEEN CHIPPED AND BROKEN ON ALL SIDES AND KS0885'THE DISK HAS BEEN BATTERED IN WITH A HEAVY INSTRUMENT, POSSIBLY KS0885'FARM MACHINERY. USE WITH CAUTION. KS0885 KS0885 STATION RECOVERY (1970) KS0885 KS0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 KS0885'MARK NOT FOUND. KS0885 KS0885 STATION RECOVERY (1988) KS0885 KS0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0885'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0118 *********************************************************************** KT0118 DESIGNATION - G 226 KT0118 PID - KT0118 KT0118 STATE/COUNTY- CA/GLENN KT0118 USGS QUAD - STONE VALLEY (1969) KT0118 KT0118 *CURRENT SURVEY CONTROL KT0118 ___________________________________________________________________ KT0118* NAD 83(1986)- 39 32 11. (N) 122 20 36. (W) SCALED KT0118* NAVD 88 - 91.75 (+/-2cm) 301.0 (feet) VERTCON KT0118 ___________________________________________________________________ KT0118 GEOID HEIGHT- -29.18 (meters) GEOID03 KT0118 KT0118 VERT ORDER - FIRST CLASS II (See Below) KT0118 KT0118.The horizontal coordinates were scaled from a topographic map and have KT0118.an estimated accuracy of +/- 6 seconds. KT0118 KT0118.The NAVD 88 height was computed by applying the VERTCON shift value to KT0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0118.The vertical order pertains to the NGVD 29 superseded value. KT0118 KT0118.The geoid height was determined by GEOID03. KT0118 KT0118; North East Units Estimated Accuracy KT0118;SPC CA 2 - 707,610. 1,970,490. MT (+/- 180 meters Scaled) KT0118 KT0118 SUPERSEDED SURVEY CONTROL KT0118 KT0118 NGVD 29 (??/??/92) 90.970 (m) 298.46 (f) ADJ UNCH 1 2 KT0118 KT0118.Superseded values are not recommended for survey control. KT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0118.See file dsdata.txt to determine how the superseded data were derived. KT0118 KT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ564765(NAD 83) KT0118_MARKER: DB = BENCH MARK DISK KT0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0118_STAMPING: G 226 1935 KT0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0118+STABILITY: SURFACE MOTION KT0118 KT0118 HISTORY - Date Condition Report By KT0118 HISTORY - 1935 MONUMENTED CGS KT0118 HISTORY - 1967 GOOD NGS KT0118 KT0118 STATION DESCRIPTION KT0118 KT0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0118'7.2 MI W FROM WILLOWS. KT0118'7.2 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0118'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, 0.35 MILE NORTHWEST OF THE KT0118'JUNCTION OF A PRIVATE ROAD SOUTHWEST, 43 1/2 FEET WEST OF THE KT0118'CENTER LINE OF THE ROAD, 16 1/2 FEET SOUTHWEST OF TELEPHONE POLE KT0118'241 WITH A GUY WIRE, 7.3 FEET WEST OF A FENCE, 11 FEET SOUTHWEST KT0118'OF A GUYED FENCE POST, 0.9 FOOT SOUTH OF A WITNESS POST, ABOUT KT0118'2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE KT0118'POST PROJECTING 0.8 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0344 *********************************************************************** KT0344 DESIGNATION - G 381 KT0344 PID - KT0344 KT0344 STATE/COUNTY- CA/GLENN KT0344 USGS QUAD - LOGANDALE (1973) KT0344 KT0344 *CURRENT SURVEY CONTROL KT0344 ___________________________________________________________________ KT0344* NAD 83(1986)- 39 24 26. (N) 122 12 16. (W) SCALED KT0344* NAVD 88 - 31.75 (+/-2cm) 104.2 (feet) VERTCON KT0344 ___________________________________________________________________ KT0344 GEOID HEIGHT- -29.26 (meters) GEOID03 KT0344 KT0344 VERT ORDER - SECOND CLASS 0 (See Below) KT0344 KT0344.The horizontal coordinates were scaled from a topographic map and have KT0344.an estimated accuracy of +/- 6 seconds. KT0344 KT0344.The NAVD 88 height was computed by applying the VERTCON shift value to KT0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0344.The vertical order pertains to the NGVD 29 superseded value. KT0344 KT0344.The geoid height was determined by GEOID03. KT0344 KT0344; North East Units Estimated Accuracy KT0344;SPC CA 2 - 693,230. 1,982,390. MT (+/- 180 meters Scaled) KT0344 KT0344 SUPERSEDED SURVEY CONTROL KT0344 KT0344 NGVD 29 (??/??/92) 31.001 (m) 101.71 (f) ADJ UNCH 2 0 KT0344 KT0344.Superseded values are not recommended for survey control. KT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0344.See file dsdata.txt to determine how the superseded data were derived. KT0344 KT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ684622(NAD 83) KT0344_MARKER: DB = BENCH MARK DISK KT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0344_STAMPING: G 381 1949 KT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0344+STABILITY: SURFACE MOTION KT0344 KT0344 HISTORY - Date Condition Report By KT0344 HISTORY - 1949 MONUMENTED CGS KT0344 KT0344 STATION DESCRIPTION KT0344 KT0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0344'0.6 MI W FROM NORMAN. KT0344'0.6 MILE WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO. KT0344'RAILROAD STATION SIGN AT NORMAN, ABOUT 0.2 MILE EAST OF A KT0344'FARMHOUSE, IN LINE WITH A ROW OF POWER LINE POLES, 25 1/2 FEET KT0344'NORTH OF THE CENTER LINE OF THE ROAD, 7.6 FEET WEST OF A POWER KT0344'LINE POLE, 3.2 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF A WITNESS KT0344'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE KT0344'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0732 *********************************************************************** KT0732 DESIGNATION - G 643 KT0732 PID - KT0732 KT0732 STATE/COUNTY- CA/GLENN KT0732 USGS QUAD - CHROME (1968) KT0732 KT0732 *CURRENT SURVEY CONTROL KT0732 ___________________________________________________________________ KT0732* NAD 83(1986)- 39 40 28. (N) 122 30 47. (W) SCALED KT0732* NAVD 88 - 186.20 (+/-2cm) 610.9 (feet) VERTCON KT0732 ___________________________________________________________________ KT0732 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0732 KT0732 VERT ORDER - SECOND CLASS 0 (See Below) KT0732 KT0732.The horizontal coordinates were scaled from a topographic map and have KT0732.an estimated accuracy of +/- 6 seconds. KT0732 KT0732.The NAVD 88 height was computed by applying the VERTCON shift value to KT0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0732.The vertical order pertains to the NGVD 29 superseded value. KT0732 KT0732.The geoid height was determined by GEOID03. KT0732 KT0732; North East Units Estimated Accuracy KT0732;SPC CA 2 - 723,000. 1,955,980. MT (+/- 180 meters Scaled) KT0732 KT0732 SUPERSEDED SURVEY CONTROL KT0732 KT0732 NGVD 29 (??/??/92) 185.360 (m) 608.14 (f) ADJ UNCH 2 0 KT0732 KT0732.Superseded values are not recommended for survey control. KT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0732.See file dsdata.txt to determine how the superseded data were derived. KT0732 KT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ417917(NAD 83) KT0732_MARKER: DB = BENCH MARK DISK KT0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0732_STAMPING: G 643 1942 KT0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0732+STABILITY: SURFACE MOTION KT0732 KT0732 HISTORY - Date Condition Report By KT0732 HISTORY - 1942 MONUMENTED CGS KT0732 KT0732 STATION DESCRIPTION KT0732 KT0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 KT0732'5.9 MI NE FROM ELK CREEK. KT0732'5.9 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0732'GLENN COUNTY, ABOUT 1 MILE SOUTHWEST OF A RANCH HOUSE, 0.5 KT0732'MILE NORTHEAST OF SMALL INDIAN VILLAGES, 14 FEET NORTH OF THE KT0732'CENTERLINE OF THE ROAD, 14 FEET NORTH OF THE CENTER OF A GATE, KT0732'1 FOOT EAST OF THE FENCE LINE, AND NEAR A WHITE WOODEN WITNESS KT0732'POST. A STANDARD DISK, STAMPED G 643 1942 AND SET IN THE TOP KT0732'OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1153 *********************************************************************** KS1153 DESIGNATION - G 847 KS1153 PID - KS1153 KS1153 STATE/COUNTY- CA/BUTTE KS1153 USGS QUAD - SHIPPEE (1969) KS1153 KS1153 *CURRENT SURVEY CONTROL KS1153 ___________________________________________________________________ KS1153* NAD 83(1986)- 39 33 25. (N) 121 42 43. (W) SCALED KS1153* NAVD 88 - 41.69 (+/-2cm) 136.8 (feet) VERTCON KS1153 ___________________________________________________________________ KS1153 GEOID HEIGHT- -27.75 (meters) GEOID03 KS1153 KS1153 VERT ORDER - FIRST CLASS II (See Below) KS1153 KS1153.The horizontal coordinates were scaled from a topographic map and have KS1153.an estimated accuracy of +/- 6 seconds. KS1153 KS1153.The NAVD 88 height was computed by applying the VERTCON shift value to KS1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1153.The vertical order pertains to the NGVD 29 superseded value. KS1153 KS1153.The geoid height was determined by GEOID03. KS1153 KS1153; North East Units Estimated Accuracy KS1153;SPC CA 2 - 709,870. 2,024,760. MT (+/- 180 meters Scaled) KS1153 KS1153 SUPERSEDED SURVEY CONTROL KS1153 KS1153 NGVD 29 (??/??/??) 40.988 (m) 134.47 (f) ADJUSTED 1 2 KS1153 KS1153.Superseded values are not recommended for survey control. KS1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1153.See file dsdata.txt to determine how the superseded data were derived. KS1153 KS1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ106793(NAD 83) KS1153_MARKER: DB = BENCH MARK DISK KS1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1153_STAMPING: G 847 1948 KS1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1153+STABILITY: SURFACE MOTION KS1153 KS1153 HISTORY - Date Condition Report By KS1153 HISTORY - 1948 MONUMENTED CGS KS1153 HISTORY - 20040324 MARK NOT FOUND CADT KS1153 KS1153 STATION DESCRIPTION KS1153 KS1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1153'4.6 MI NW FROM OROVILLE JUNCTION. KS1153'4.6 MILES NORTHWEST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1153'OROVILLE JUNCTION, AT RAMADA, AT A DIRT ROAD CROSSING, AT A KS1153'POINT WHERE A POWER LINE CROSSES THE TRACK, 51.6 FEET NORTHEAST KS1153'OF THE NORTHEAST RAIL, 49 1/2 FEET NORTHWEST OF THE CENTER KS1153'LINE OF THE DIRT ROAD CROSSING, 36.8 FEET NORTHWEST OF A FENCE KS1153'CORNER, 5 FEET NORTHWEST OF A POWER POLE, 1.7 FEET SOUTHEAST OF A KS1153'WITNESS POST, 1.3 FEET NORTHEAST OF A FENCE, AND SET IN THE KS1153'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. KS1153 KS1153 STATION RECOVERY (2004) KS1153 KS1153'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1153'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1086 *********************************************************************** KS1086 DESIGNATION - G 848 KS1086 PID - KS1086 KS1086 STATE/COUNTY- CA/BUTTE KS1086 USGS QUAD - NORD (1969) KS1086 KS1086 *CURRENT SURVEY CONTROL KS1086 ___________________________________________________________________ KS1086* NAD 83(1986)- 39 46 32. (N) 121 57 07. (W) SCALED KS1086* NAVD 88 - 46.143 (meters) 151.39 (feet) ADJUSTED KS1086 ___________________________________________________________________ KS1086 GEOID HEIGHT- -27.67 (meters) GEOID03 KS1086 DYNAMIC HT - 46.120 (meters) 151.31 (feet) COMP KS1086 MODELED GRAV- 980,132.2 (mgal) NAVD 88 KS1086 KS1086 VERT ORDER - FIRST CLASS II KS1086 KS1086.The horizontal coordinates were scaled from a topographic map and have KS1086.an estimated accuracy of +/- 6 seconds. KS1086 KS1086.The orthometric height was determined by differential leveling KS1086.and adjusted by the National Geodetic Survey in June 1991. KS1086 KS1086.The geoid height was determined by GEOID03. KS1086 KS1086.The dynamic height is computed by dividing the NAVD 88 KS1086.geopotential number by the normal gravity value computed on the KS1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1086.degrees latitude (g = 980.6199 gals.). KS1086 KS1086.The modeled gravity was interpolated from observed gravity values. KS1086 KS1086; North East Units Estimated Accuracy KS1086;SPC CA 2 - 734,110. 2,004,120. MT (+/- 180 meters Scaled) KS1086 KS1086 SUPERSEDED SURVEY CONTROL KS1086 KS1086 NGVD 29 (??/??/??) 45.424 (m) 149.03 (f) ADJUSTED 1 2 KS1086 KS1086.Superseded values are not recommended for survey control. KS1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1086.See file dsdata.txt to determine how the superseded data were derived. KS1086 KS1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK897033(NAD 83) KS1086_MARKER: DB = BENCH MARK DISK KS1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1086_STAMPING: G 848 1948 KS1086_MARK LOGO: CGS KS1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1086+STABILITY: SURFACE MOTION KS1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1086+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS1086 KS1086 HISTORY - Date Condition Report By KS1086 HISTORY - 1948 MONUMENTED CGS KS1086 HISTORY - 19880713 GOOD NGS KS1086 HISTORY - 20040324 GOOD CADT KS1086 KS1086 STATION DESCRIPTION KS1086 KS1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1086'7 MI NW FROM CHICO. KS1086'ABOUT 7.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1086'FROM THE STATION AT CHICO, ABOUT 4 1/2 RAILS SOUTH OF MILEPOST KS1086'NO. 191, ABOUT 5 RAILS NORTH OF CROSSING NO. C1904, 75.5 FEET KS1086'EAST OF THE CENTER LINE OF AN OILED ROAD PARALELLING THE TRACKS, KS1086'AT RAILROAD BRIDGE NO. 190.90, 6.0 FEET WEST OF THE WEST RAIL KS1086'OF THE MAIN TRACK, SET ON TOP AND AT THE NORTHWEST END OF THE KS1086'NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE. KS1086 KS1086 STATION RECOVERY (1988) KS1086 KS1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1086'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 6.1 KM KS1086'(3.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF KS1086'1ST STREET IN CHICO, THENCE 6.2 KM (3.85 MI) WEST ALONG NORD ROAD. KS1086 KS1086 STATION RECOVERY (2004) KS1086 KS1086'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1086'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0152 *********************************************************************** KT0152 DESIGNATION - G 852 KT0152 PID - KT0152 KT0152 STATE/COUNTY- CA/GLENN KT0152 USGS QUAD - FRUTO NE (1969) KT0152 KT0152 *CURRENT SURVEY CONTROL KT0152 ___________________________________________________________________ KT0152* NAD 83(1986)- 39 41 51. (N) 122 15 11. (W) SCALED KT0152* NAVD 88 - 75.32 (+/-2cm) 247.1 (feet) VERTCON KT0152 ___________________________________________________________________ KT0152 GEOID HEIGHT- -28.76 (meters) GEOID03 KT0152 KT0152 VERT ORDER - FIRST CLASS II (See Below) KT0152 KT0152.The horizontal coordinates were scaled from a topographic map and have KT0152.an estimated accuracy of +/- 6 seconds. KT0152 KT0152.The NAVD 88 height was computed by applying the VERTCON shift value to KT0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0152.The vertical order pertains to the NGVD 29 superseded value. KT0152 KT0152.The geoid height was determined by GEOID03. KT0152 KT0152; North East Units Estimated Accuracy KT0152;SPC CA 2 - 725,470. 1,978,300. MT (+/- 180 meters Scaled) KT0152 KT0152 SUPERSEDED SURVEY CONTROL KT0152 KT0152 NGVD 29 (??/??/92) 74.563 (m) 244.63 (f) ADJ UNCH 1 2 KT0152 KT0152.Superseded values are not recommended for survey control. KT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0152.See file dsdata.txt to determine how the superseded data were derived. KT0152 KT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ640944(NAD 83) KT0152_MARKER: DB = BENCH MARK DISK KT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0152_STAMPING: G 852 1949 KT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0152+STABILITY: SURFACE MOTION KT0152 KT0152 HISTORY - Date Condition Report By KT0152 HISTORY - 1949 MONUMENTED CGS KT0152 KT0152 STATION DESCRIPTION KT0152 KT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0152'6.4 MI SW FROM ORLAND. KT0152'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0152'STATION AT ORLAND, THENCE 3.1 MILES WEST ALONG COUNTY ROAD NO. 25, KT0152'AT THE T INTERSECTION OF COUNTY ROAD NO. 25 AND COUNTY ROAD D, KT0152'27 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES OF THE KT0152'ROADS, 23.5 FEET SOUTH OF A POWER POLE, 4.8 FEET NORTH OF A KT0152'FENCE CORNER, 1.3 FEET WEST OF A FENCE LINE, AND SET IN THE TOP KT0152'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0999 *********************************************************************** KS0999 DESIGNATION - G 853 KS0999 PID - KS0999 KS0999 STATE/COUNTY- CA/BUTTE KS0999 USGS QUAD - WEST OF BIGGS (1973) KS0999 KS0999 *CURRENT SURVEY CONTROL KS0999 ___________________________________________________________________ KS0999* NAD 83(1986)- 39 27 53. (N) 121 45 46. (W) SCALED KS0999* NAVD 88 - 29.76 (+/-2cm) 97.6 (feet) VERTCON KS0999 ___________________________________________________________________ KS0999 GEOID HEIGHT- -28.15 (meters) GEOID03 KS0999 KS0999 VERT ORDER - FIRST CLASS II (See Below) KS0999 KS0999.The horizontal coordinates were scaled from a topographic map and have KS0999.an estimated accuracy of +/- 6 seconds. KS0999 KS0999.The NAVD 88 height was computed by applying the VERTCON shift value to KS0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0999.The vertical order pertains to the NGVD 29 superseded value. KS0999 KS0999.The geoid height was determined by GEOID03. KS0999 KS0999; North East Units Estimated Accuracy KS0999;SPC CA 2 - 699,620. 2,020,410. MT (+/- 180 meters Scaled) KS0999 KS0999 SUPERSEDED SURVEY CONTROL KS0999 KS0999 NGVD 29 (??/??/??) 29.052 (m) 95.31 (f) ADJUSTED 1 2 KS0999 KS0999.Superseded values are not recommended for survey control. KS0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0999.See file dsdata.txt to determine how the superseded data were derived. KS0999 KS0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ064690(NAD 83) KS0999_MARKER: DB = BENCH MARK DISK KS0999_SETTING: 30 = CULVERT KS0999_STAMPING: G 853 1949 KS0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0999+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0999 KS0999 HISTORY - Date Condition Report By KS0999 HISTORY - 1949 MONUMENTED CGS KS0999 HISTORY - 20040324 GOOD CADT KS0999 KS0999 STATION DESCRIPTION KS0999 KS0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0999'3.9 MI SW FROM RICHVALE. KS0999'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0999'THE STATION AT RICHVALE, THENCE 1.6 MILES WEST ALONG STATE KS0999'HIGHWAY 45, AT A LARGE CONCRETE HIGHWAY CULVERT 302-28, IN THE KS0999'TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST WING WALL, 20 1/2 KS0999'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL KS0999'WITH THE HIGHWAY. KS0999 KS0999 STATION RECOVERY (2004) KS0999 KS0999'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0999'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0178 *********************************************************************** KT0178 DESIGNATION - GLENN KT0178 PID - KT0178 KT0178 STATE/COUNTY- CA/GLENN KT0178 USGS QUAD - GLENN (1969) KT0178 KT0178 *CURRENT SURVEY CONTROL KT0178 ___________________________________________________________________ KT0178* NAD 83(1992)- 39 31 17.92320(N) 122 00 53.28847(W) ADJUSTED KT0178* NAVD 88 - 29.63 (+/-2cm) 97.2 (feet) VERTCON KT0178 ___________________________________________________________________ KT0178 EPOCH DATE - 1991.35 KT0178 LAPLACE CORR- 5.68 (seconds) DEFLEC99 KT0178 GEOID HEIGHT- -28.39 (meters) GEOID03 KT0178 KT0178 HORZ ORDER - SECOND KT0178 VERT ORDER - FIRST CLASS II (See Below) KT0178 KT0178.The horizontal coordinates were established by classical geodetic methods KT0178.and adjusted by the National Geodetic Survey in March 1994. KT0178.The horizontal coordinates are valid at the epoch date displayed above. KT0178.The epoch date for horizontal control is a decimal equivalence KT0178.of Year/Month/Day. KT0178 KT0178.The NAVD 88 height was computed by applying the VERTCON shift value to KT0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0178.The vertical order pertains to the NGVD 29 superseded value. KT0178 KT0178.The Laplace correction was computed from DEFLEC99 derived deflections. KT0178 KT0178.The geoid height was determined by GEOID03. KT0178 KT0178; North East Units Scale Factor Converg. KT0178;SPC CA 2 - 705,915.974 1,998,727.266 MT 0.99994370 -0 00 33.6 KT0178;SPC CA 2 - 2,315,992.66 6,557,491.04 sFT 0.99994370 -0 00 33.6 KT0178;UTM 10 - 4,375,130.054 584,680.845 MT 0.99968829 +0 37 37.2 KT0178 KT0178! - Elev Factor x Scale Factor = Combined Factor KT0178!SPC CA 2 - 0.99999981 x 0.99994370 = 0.99994351 KT0178!UTM 10 - 0.99999981 x 0.99968829 = 0.99968810 KT0178 KT0178: Primary Azimuth Mark Grid Az KT0178:SPC CA 2 - GLENN AZ MK 190 48 19.3 KT0178:UTM 10 - GLENN AZ MK 190 10 08.5 KT0178 KT0178|---------------------------------------------------------------------| KT0178| PID Reference Object Distance Geod. Az | KT0178| dddmmss.s | KT0178| KT0180 GLENN RM 2 25.438 METERS 00627 | KT0178| KT0179 GLENN RM 1 30.742 METERS 07606 | KT0178| DB5945 GLENN AZ MK 1904745.7 | KT0178| KT1813 WILLOWS RICHFIELD TOWER APPROX.15.5 KM 2765109.5 | KT0178|---------------------------------------------------------------------| KT0178 KT0178 SUPERSEDED SURVEY CONTROL KT0178 KT0178 NAD 83(1986)- 39 31 17.91342(N) 122 00 53.28126(W) AD(1984.00) 2 KT0178 NAD 27 - 39 31 18.33100(N) 122 00 49.37000(W) AD( ) 2 KT0178 NGVD 29 (??/??/92) 28.900 (m) 94.82 (f) ADJ UNCH 1 2 KT0178 KT0178.Superseded values are not recommended for survey control. KT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0178.See file dsdata.txt to determine how the superseded data were derived. KT0178 KT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8468175130(NAD 83) KT0178_MARKER: DS = TRIANGULATION STATION DISK KT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0178_STAMPING: GLENN 1939 KT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0178+STABILITY: SURFACE MOTION KT0178 KT0178 HISTORY - Date Condition Report By KT0178 HISTORY - 1939 MONUMENTED CGS KT0178 HISTORY - 1949 GOOD NGS KT0178 HISTORY - 1962 GOOD CGS KT0178 HISTORY - 1962 GOOD CASLC KT0178 KT0178 STATION DESCRIPTION KT0178 KT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KT0178'IN THE TOWN OF GLENN, WHICH IS ABOUT 12 MILES EAST OF WILLOWS, KT0178'IN THE PLAYGROUNDS OF THE GLENN DISTRICT SCHOOL, 17 PACES SOUTH KT0178'OF HIGHWAY CENTER LINE, 25 PACES NORTHEAST OF THE NORTHEAST KT0178'CORNER OF THE SCHOOLHOUSE. KT0178' KT0178'THE STATION MARK IS THREE INCHES BELOW THE GROUND SURFACE. KT0178'REFERENCE MARK NO. 1 IS IN THE FENCE LINE OF THE PLAYGROUNDS. KT0178'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY ON THE EAST SIDE OF KT0178'A DILAPIDATED BUILDING. THE AZIMUTH MARK IS 0.3 MILE SOUTH ON KT0178'THE WEST SIDE OF THE HIGHWAY. THE HIGHWAY TURNS SOUTH ABOUT KT0178'200 FEET EAST OF STATION. ALL MARKS ARE STANDARD BRONZE DISKS KT0178'AND ARE STAMPED GLENN 1939. U.S. ENGINEERS BENCH MARK IS A KT0178'STANDARD U.S. ENGINEERS BENCH MARK DISK SET ON THE TOP OF AN KT0178'IRON PIPE. IT IS 30 FEET SOUTH OF THE SOUTHWEST CORNER OF KT0178'THE GLENN STORE, IN THE FENCE LINE ALONG THE EAST SIDE OF KT0178'THE HIGHWAY. KT0178' KT0178'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED KT0178' KT0178'A 4- BY 4-INCH WHITE POST WAS PLACED AT REFERENCE MARK NO. 2. KT0178 KT0178 STATION RECOVERY (1949) KT0178 KT0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 KT0178'AT GLENN. KT0178'IN GLENN, AT THE GLENN DISTRICT SCHOOL, 76.6 FEET EAST OF THE KT0178'NORTHEAST CORNER OF THE SCHOOL BUILDING, 54.5 FEET SOUTH OF KT0178'THE CENTER LINE OF THE HIGHWAY, 35.4 FEET SOUTH OF A FENCE, KT0178'32 FEET SOUTHEAST OF THE EAST END OF A STEEL GATE, 1.9 FEET KT0178'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST KT0178'ABOUT 0.5 FOOT UNDERGROUND. KT0178 KT0178 STATION RECOVERY (1962) KT0178 KT0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (IRR) KT0178'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. REFERENCE KT0178'MARK NO. 2 WAS FOUND DESTROYED. KT0178 KT0178 STATION RECOVERY (1962) KT0178 KT0178'RECOVERY NOTE BY CALIFORNIA STATE LANDS COMMISSION 1962 KT0178'STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION. R.M. 2 HAS KT0178'BEEN DESTROYED. KT0178' KT0178'THE STATION IS LOCATED IN THE TOWN OF GLENN ON THE WEST SIDE KT0178'OF THE SACRAMENTO RIVER, IN THE GLENN DISTRICT SCHOOL PROPERTY. KT0178'IT IS 138.8 FEET NE OF THE SOUTHEAST CORNER OF SCHOOL BUILDING, KT0178'76.3 FEET ENE OF THE NORTHEAST CORNER OF SCHOOL BUILDING, KT0178'104.3 FEET W OF N-S FENCE RUNNING ALONG W SIDE OF CANAL, KT0178'54.1 FEET S OF CENTER LINE OF GLENN-WILLOWS ROAD, 20.0 FEET KT0178'SSW OF POWER POLE WITH CSLC TAG, 3.5 FEET N OF THE CENTER LINE KT0178'OF 16-1/2 X 3 1/2-FEET DIAMETER BUTANE TANK AND 0.5 FEET N OF KT0178'CHAIN LINK FENCE AROUND TANK. THE STATION IS A STANDARD USC KT0178'AND GS BRASS CAP SET IN A CONCRETE POST, STAMPED GLENN 1939 KT0178'AND SET 0.8 FEET BELOW ASPHALT SURFACE. KT0178' KT0178'R.M. 1 IS 177.0 FEET ENE OF NORTHEAST CORNER OF SCHOOL BUILDING, KT0178'29.8 FEET S OF CENTER LINE OF GLENN-WILLOWS ROAD, 11.0 FEET W KT0178'OF THE N-S FENCE AND 0.9 FEET S OF CHAIN LINK FENCE RUNNING KT0178'E-W ALONG HIGHWAY. IT IS A STANDARD USC AND GS BRASS CAP SET KT0178'IN A CONCRETE POST STAMPED GLENN NO 1 1939, FLUSH WITH THE KT0178'GROUND. KT0178' KT0178'R.M. 3 IS 64.2 FEET ESE OF SOUTHEAST CORNER OF SCHOOL BUILDING, KT0178'120.0 FEET W OF N-S FENCE, 93.0 FEET SSE OF NORTHEAST CORNER KT0178'OF SCHOOL BUILDING AND 3.5 FEET NE OF A MAPLE TREE 22 INCHES KT0178'IN DIAMETER. IT IS STANDARD CSLC BRASS CAP SET IN CONCRETE POST KT0178'WITH A 10-INCH SQUARE TOP, STAMPED GLENN R.M. 3 1962 AND IS KT0178'FLUSH WITH THE GROUND. KT0178' KT0178'R.M. 4 IS 152 FEET W OF N-S FENCE LINE, 97.4 FEET NNW OF 22-INCH KT0178'MAPLE TREE, 81.2 FEET ESE OF FLAGPOLE IN FRONT OF SCHOOL BUILDING, KT0178'77.0 FEET E OF THE CENTER LINE OF SIDEWALK INTO SCHOOL FRONT, KT0178'21.5 FEET ENE OF NORTHEAST CORNER OF SCHOOL BUILDING AND 0.75 KT0178'FEET N OF NORTH EDGE OF ASPHALT PAVEMENT ON SCHOOL YARD. IT KT0178'IS A STANDARD CSLC BRASS CAP, STAMPED GLENN R.M. 4 1962, SET KT0178'IN A CONCRETE POST WITH 10-INCH SQUARE TOP AND IS FLUSH WITH KT0178'THE GROUND. KT0178' KT0178'U.S.E. MARK IS LOCATED 44.2 FEET S OF THE GLENN STORE, 73.1 KT0178'FEET E OF POWER POLE NO. 41/6, 34.6 FEET E OF CENTER LINE OF KT0178'GLENN-PRINCETON HIGHWAY, 2.5 FEET W OF N-S FENCE LINE RUNNING KT0178'ALONG E SIDE OF HIGHWAY. THE MARK IS A STANDARD USED BRASS KT0178'CAP SET IN A 3-INCH IRON PIPE, STAMPED 20 AND IS SET 8 INCHES KT0178'ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0180 *********************************************************************** KT0180 DESIGNATION - GLENN RM 2 KT0180 PID - KT0180 KT0180 STATE/COUNTY- CA/GLENN KT0180 USGS QUAD - GLENN (1969) KT0180 KT0180 *CURRENT SURVEY CONTROL KT0180 ___________________________________________________________________ KT0180* NAD 83(1986)- 39 31 19. (N) 122 00 52. (W) SCALED KT0180* NAVD 88 - 29.70 (+/-2cm) 97.4 (feet) VERTCON KT0180 ___________________________________________________________________ KT0180 GEOID HEIGHT- -28.39 (meters) GEOID03 KT0180 KT0180 VERT ORDER - FIRST CLASS II (See Below) KT0180 KT0180.The horizontal coordinates were scaled from a topographic map and have KT0180.an estimated accuracy of +/- 6 seconds. KT0180 KT0180.The NAVD 88 height was computed by applying the VERTCON shift value to KT0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0180.The vertical order pertains to the NGVD 29 superseded value. KT0180 KT0180.The geoid height was determined by GEOID03. KT0180 KT0180; North East Units Estimated Accuracy KT0180;SPC CA 2 - 705,950. 1,998,760. MT (+/- 180 meters Scaled) KT0180 KT0180 SUPERSEDED SURVEY CONTROL KT0180 KT0180 NGVD 29 (??/??/92) 28.970 (m) 95.05 (f) ADJ UNCH 1 2 KT0180 KT0180.Superseded values are not recommended for survey control. KT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0180.See file dsdata.txt to determine how the superseded data were derived. KT0180 KT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ847751(NAD 83) KT0180_MARKER: DR = REFERENCE MARK DISK KT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0180_STAMPING: GLENN NO 2 1939 KT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0180+STABILITY: SURFACE MOTION KT0180 KT0180 HISTORY - Date Condition Report By KT0180 HISTORY - 1939 MONUMENTED CGS KT0180 HISTORY - 1949 GOOD NGS KT0180 KT0180 STATION DESCRIPTION KT0180 KT0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0180'AT GLENN. KT0180'AT GLENN, ABOUT 43 YARDS NORTHEAST OF AND ACROSS THE HIGHWAY KT0180'FROM THE NORTHEAST CORNER OF THE GLENN DISTRICT SCHOOL, 83.6 KT0180'FEET NORTH OF GLENN TRIANGULATION STATION, 28.5 FEET NORTH KT0180'OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET WEST OF THE KT0180'WEST END OF A STEEL GATE, 3 1/2 FEET WEST OF TELEPHONE POLE 33, KT0180'2.2 FEET EAST OF A WITNESS POST, 0.9 FOOT SOUTH OF A FENCE, AND KT0180'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE KT0180'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0900 *********************************************************************** KS0900 DESIGNATION - GRIDLEY KS0900 PID - KS0900 KS0900 STATE/COUNTY- CA/BUTTE KS0900 USGS QUAD - GRIDLEY (1973) KS0900 KS0900 *CURRENT SURVEY CONTROL KS0900 ___________________________________________________________________ KS0900* NAD 83(1992)- 39 21 34.85918(N) 121 41 31.69790(W) ADJUSTED KS0900* NAVD 88 - 28.893 (meters) 94.79 (feet) ADJUSTED KS0900 ___________________________________________________________________ KS0900 EPOCH DATE - 1991.35 KS0900 LAPLACE CORR- 1.96 (seconds) DEFLEC99 KS0900 GEOID HEIGHT- -28.51 (meters) GEOID03 KS0900 DYNAMIC HT - 28.877 (meters) 94.74 (feet) COMP KS0900 MODELED GRAV- 980,071.5 (mgal) NAVD 88 KS0900 KS0900 HORZ ORDER - FIRST KS0900 VERT ORDER - FIRST CLASS II KS0900 KS0900.The horizontal coordinates were established by classical geodetic methods KS0900.and adjusted by the National Geodetic Survey in March 1994. KS0900.The horizontal coordinates are valid at the epoch date displayed above. KS0900.The epoch date for horizontal control is a decimal equivalence KS0900.of Year/Month/Day. KS0900 KS0900.The orthometric height was determined by differential leveling KS0900.and adjusted by the National Geodetic Survey in June 1991. KS0900 KS0900.The Laplace correction was computed from DEFLEC99 derived deflections. KS0900 KS0900.The geoid height was determined by GEOID03. KS0900 KS0900.The dynamic height is computed by dividing the NAVD 88 KS0900.geopotential number by the normal gravity value computed on the KS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0900.degrees latitude (g = 980.6199 gals.). KS0900 KS0900.The modeled gravity was interpolated from observed gravity values. KS0900 KS0900; North East Units Scale Factor Converg. KS0900;SPC CA 2 - 687,980.313 2,026,531.392 MT 0.99992616 +0 11 38.7 KS0900;SPC CA 2 - 2,257,148.74 6,648,711.74 sFT 0.99992616 +0 11 38.7 KS0900;UTM 10 - 4,357,507.883 612,676.360 MT 0.99975632 +0 49 46.3 KS0900 KS0900! - Elev Factor x Scale Factor = Combined Factor KS0900!SPC CA 2 - 0.99999994 x 0.99992616 = 0.99992610 KS0900!UTM 10 - 0.99999994 x 0.99975632 = 0.99975626 KS0900 KS0900: Primary Azimuth Mark Grid Az KS0900:SPC CA 2 - GRIDLEY AZ MK 338 01 31.4 KS0900:UTM 10 - GRIDLEY AZ MK 337 23 23.8 KS0900 KS0900|---------------------------------------------------------------------| KS0900| PID Reference Object Distance Geod. Az | KS0900| dddmmss.s | KS0900| KS1796 GRIDLEY EAST MUNICIPAL TANK 425.015 METERS 0130912.4 | KS0900| KS0901 GRIDLEY RM 1 39.136 METERS 19719 | KS0900| KS0902 GRIDLEY RM 2 35.474 METERS 26604 | KS0900| DB7843 GRIDLEY RM 3 34.884 METERS 26604 | KS0900| KS1795 GRIDLEY MUNICIPAL TANK APPROX. 0.8 KM 3223611.1 | KS0900| KS0899 GRIDLEY AZ MK 3381310.1 | KS0900| KS1797 BIGGS RICE GROWERS ASSN ELEV APPROX. 5.8 KM 3422332.3 | KS0900| KS1798 BIGGS MUNICIPAL TANK APPROX. 6.2 KM 3424405.4 | KS0900|---------------------------------------------------------------------| KS0900 KS0900 SUPERSEDED SURVEY CONTROL KS0900 KS0900 NAD 83(1986)- 39 21 34.84609(N) 121 41 31.69358(W) AD(1984.00) 1 KS0900 NAD 27 - 39 21 35.25100(N) 121 41 27.79300(W) AD( ) 1 KS0900 NGVD 29 (??/??/??) 28.198 (m) 92.51 (f) ADJUSTED 1 2 KS0900 KS0900.Superseded values are not recommended for survey control. KS0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0900.See file dsdata.txt to determine how the superseded data were derived. KS0900 KS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1267657508(NAD 83) KS0900_MARKER: DS = TRIANGULATION STATION DISK KS0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0900_STAMPING: GRIDLEY 1939 KS0900_MARK LOGO: CGS KS0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0900+STABILITY: SURFACE MOTION KS0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0900+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0900 KS0900 HISTORY - Date Condition Report By KS0900 HISTORY - 1939 MONUMENTED CGS KS0900 HISTORY - 1949 GOOD NGS KS0900 HISTORY - 1961 SEE DESCRIPTION CGS KS0900 HISTORY - 1987 SEE DESCRIPTION USPSQD KS0900 HISTORY - 19880805 GOOD NGS KS0900 HISTORY - 20040324 GOOD CADT KS0900 KS0900 STATION DESCRIPTION KS0900 KS0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS0900'STATION IS LOCATED IN THE CITY OF GRIDLEY IN THE SOUTHWEST KS0900'CORNER OF THE CITY PARK, 0.35 MILE SOUTH OF THE SOUTHERN PACIFIC KS0900'RAILROAD DEPOT, 12 FEET WEST OF THE NORTH-SOUTH FENCE OF THE KS0900'CITY PARK, ABOUT 100 FEET NORTH OF THE BALL PARK FENCE. KS0900' KS0900'REACHED FROM THE SOUTHERN PACIFIC RAILROAD DEPOT, (EAST OF KS0900'DEPOT AND RAILROAD TRACKS ON WASHINGTON STREET) GO SOUTH ON KS0900'WASHINGTON STREET FOR 0.3 MILE TO STATION ON LEFT, EAST, SIDE KS0900'OF ROAD, IN SOUTHWEST CORNER OF PARK, WEST OF THE FENCE. KS0900' KS0900'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KS0900'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, KS0900'RESPECTIVELY. KS0900' KS0900'STATION IS SET IN A SQUARE BLOCK OF CONCRETE, STAMPED GRIDLEY KS0900'1939. KS0900' KS0900'REFERENCE MARKS ARE SET IN SQUARE BLOCKS OF CONCRETE. NO. 1 KS0900'IS SOUTH-SOUTHWEST OF STATION SET IN THE EAST CORNER OF WIRE KS0900'GATE LEADING INTO BALL PARK. NO. 2 IS WEST OF STATION ABOUT 4 KS0900'FEET SOUTH OF THE MOST SOUTHERN PALM TREE, ABOUT 150 FEET EAST KS0900'OF THE RAILROAD TRACKS. MARKS STAMPED GRIDLEY NO. 1 1939 AND KS0900'GRIDLEY NO. 2 1939. KS0900' KS0900'AZIMUTH MARK IS SET IN A SQUARE BLOCK OF CONCRETE, 0.2 MILE KS0900'NORTH-NORTHWEST OF STATION, IN THE NORTHWEST CORNER OF THE KS0900'INTERSECTION OF LAUREL AND WASHINGTON STREETS ON THE SOUTH SIDE KS0900'OF POWER POLE. MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, KS0900'STAMPED GRIDLEY 1939. KS0900' KS0900'A 90-FOOT STEEL TOWER ERECTED OVER STATION MARK TO SEE ALL KS0900'LINES. KS0900 KS0900 STATION RECOVERY (1949) KS0900 KS0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 KS0900'0.4 MI S FROM GRIDLEY. KS0900'ABOUT 0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0900'FROM THE STATION AT GRIDLEY, AT THE SOUTHWEST CORNER OF THE CITY KS0900'PARK, 124 YARDS EAST OF THE NORTHEAST CORNER OF THE LIBBY, MC NEILL KS0900'AND LIBBY BUILDING, 85 YARDS EAST OF THE EAST RAIL OF THE MAIN KS0900'TRACK, 150 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF KS0900'WASHINGTON AND LOCUST STREETS, 42.0 FEET NORTH OF THE BALL KS0900'PARK FENCE, 6.0 FEET WEST OF THE CITY PARK FENCE, AND SET IN KS0900'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. KS0900 KS0900 STATION RECOVERY (1961) KS0900 KS0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) KS0900'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE KS0900'RECOVERED AS DESCRIBED IN GOOD CONDITION. REFERENCE MARK 2 KS0900'HAD BEEN HIT BY ROAD MACHINERY AND DESTROYED. REFERENCE MARK KS0900'3 WAS ESTABLISHED AT THIS TIME. A NEW DESCRIPTION FOLLOWS-- KS0900' KS0900'THE STATION IS IN THE GRIDLEY CITY PARK, ON THE NORTHWEST SIDE KS0900'OF THE BOYS BASEBALL LEAGUE FIELD. KS0900' KS0900'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT KS0900'IN GRIDLEY, GO SOUTH ON WASHINGTON STREET FOR 0.15 MILE TO KS0900'THE INTERSECTION OF LAUREL AND WASHINGTON STREETS AND THE KS0900'AZIMUTH MARK IN THE NORTHWEST ANGLE (ON THE RIGHT), CONTINUE KS0900'SOUTH ON WASHINGTON STREET FOR 0.2 MILE TO THE STATION ON THE KS0900'LEFT. KS0900' KS0900'THE STATION MARKS ARE STANDARD DISKS, STAMPED GRIDLEY 1939. KS0900'THE SURFACE DISK IS SET IN THE TOP OF A 9 X 9 INCH CONCRETE KS0900'POST FLUSH WITH THE GROUND SURFACE. IT IS 81 FEET SOUTHWEST OF KS0900'THE SOUTHEAST CORNER AND 69 FEET SOUTH-SOUTHEAST OF THE KS0900'SOUTHWEST CORNER OF A BUILDING, 72 FEET NORTHEAST OF A POWER KS0900'LINE POLE WITH ONE TRANSFORMER AT ITS TOP, 63 FEET EAST OF THE KS0900'CENTER OF WASHINGTON STREET AND 6 FEET NORTHEAST OF A FENCE. KS0900'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE. KS0900'NOTES 1A AND 7A. KS0900' KS0900'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRIDLEY NO 1 1939, KS0900'SET IN THE TOP OF A 9 X 9 INCH SQUARE, CONCRETE POST PROJECTING KS0900'1 INCH. IT IS 57 FEET SOUTH-SOUTHWEST OF THE ONE TRANSFORMER KS0900'POLE, 36 FEET WEST OF A METAL GATE POST AND 25 FEET EAST OF KS0900'A POWER LINE POLE WITH THREE TRANSFORMERS AT ITS TOP. NOTE KS0900'11A. KS0900' KS0900'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GRIDLEY NO 3 1939, KS0900'SET IN THE TOP OF A 14 X 14 INCH SQUARE, CONCRETE POST FLUSH KS0900'WITH THE GROUND SURFACE. IT IS 106 FEET EAST OF THE EAST RAIL KS0900'OF THE SOUTHERN PACIFIC RAILROAD SIDE TRACK, 49 FEET WEST OF KS0900'THE CENTER OF WASHINGTON STREET AND 12 FEET SOUTH OF A PALM KS0900'TREE. NOTE 11A. KS0900' KS0900'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRIDLEY 1939, KS0900'SET IN THE TOP OF A 9 X 9 INCH SQUARE, CONCRETE POST PROJECTING KS0900'2 INCHES. IT IS 37 FEET NORTH OF THE CENTER OF LAUREL STREET, KS0900'30 FEET WEST OF THE CENTER OF WASHINGTON STREET, 13 FEET KS0900'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING AND 4 KS0900'FEET SOUTH OF A POWER LINE POLE. NOTE 16A. KS0900' KS0900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. KS0900 KS0900 STATION RECOVERY (1987) KS0900 KS0900'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) KS0900'RECOVERED AS DESCRIBED. KS0900 KS0900 STATION RECOVERY (1988) KS0900 KS0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0900'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.6 KM KS0900'(0.35 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0900'JUNCTION OF HAZEL STREET IN GRIDLEY, IN THE PLAYGROUND AREA OF THE KS0900'CITY PARK, 77.7 M (254.9 FT) EAST OF THE NEAR RAIL, 24.5 SOUTHEAST OF KS0900'THE SOUTHWEST CORNER OF A BUILDING, 21.5 M (70.5 FT) SOUTHWEST OF THE KS0900'SOUTHEAST CORNER OF THE BUILDING, 17.4 M (57.1 FT) EAST OF THE CENTER KS0900'OF WASHINGTON STREET, 11.6 M (38.1 FT) NORTHWEST OF A FENCE CORNER, KS0900'1.8 M (5.9 FT) NORTHEAST OF A FENCE, LEVEL WITH THE STREET, AND IN A KS0900'CONCRETE MONUMENT THAT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND KS0900'SURFACE. KS0900 KS0900 STATION RECOVERY (2004) KS0900 KS0900'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0900'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0899 *********************************************************************** KS0899 DESIGNATION - GRIDLEY AZ MK KS0899 PID - KS0899 KS0899 STATE/COUNTY- CA/BUTTE KS0899 USGS QUAD - GRIDLEY (1973) KS0899 KS0899 *CURRENT SURVEY CONTROL KS0899 ___________________________________________________________________ KS0899* NAD 83(1986)- 39 21 42. (N) 121 41 38. (W) SCALED KS0899* NAVD 88 - 28.060 (meters) 92.06 (feet) ADJUSTED KS0899 ___________________________________________________________________ KS0899 GEOID HEIGHT- -28.50 (meters) GEOID03 KS0899 DYNAMIC HT - 28.044 (meters) 92.01 (feet) COMP KS0899 MODELED GRAV- 980,072.2 (mgal) NAVD 88 KS0899 KS0899 VERT ORDER - FIRST CLASS II KS0899 KS0899.The horizontal coordinates were scaled from a topographic map and have KS0899.an estimated accuracy of +/- 6 seconds. KS0899 KS0899.The orthometric height was determined by differential leveling KS0899.and adjusted by the National Geodetic Survey in June 1991. KS0899.WARNING-Repeat measurements at this control monument indicate possible KS0899.vertical movement. KS0899 KS0899.The geoid height was determined by GEOID03. KS0899 KS0899.The dynamic height is computed by dividing the NAVD 88 KS0899.geopotential number by the normal gravity value computed on the KS0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0899.degrees latitude (g = 980.6199 gals.). KS0899 KS0899.The modeled gravity was interpolated from observed gravity values. KS0899 KS0899; North East Units Estimated Accuracy KS0899;SPC CA 2 - 688,200. 2,026,380. MT (+/- 180 meters Scaled) KS0899 KS0899 SUPERSEDED SURVEY CONTROL KS0899 KS0899 NGVD 29 (??/??/??) 27.385 (m) 89.85 (f) ADJUSTED 1 2 KS0899 KS0899.Superseded values are not recommended for survey control. KS0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0899.See file dsdata.txt to determine how the superseded data were derived. KS0899 KS0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ125577(NAD 83) KS0899_MARKER: DZ = AZIMUTH MARK DISK KS0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0899_STAMPING: GRIDLEY 1939 KS0899_MARK LOGO: CGS KS0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0899+STABILITY: SURFACE MOTION KS0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0899+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0899 KS0899 HISTORY - Date Condition Report By KS0899 HISTORY - 1939 MONUMENTED CGS KS0899 HISTORY - 1949 GOOD NGS KS0899 HISTORY - 19870613 GOOD USPSQD KS0899 HISTORY - 19880805 GOOD NGS KS0899 HISTORY - 20040324 GOOD CADT KS0899 KS0899 STATION DESCRIPTION KS0899 KS0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0899'0.2 MI S FROM GRIDLEY. KS0899'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0899'STATION AT GRIDLEY, AT THE INTERSECTION OF WASHINGTON AND LAUREL KS0899'STREETS, 170 FEET EAST OF THE EAST RAIL, 77 FEET NORTH OF THE KS0899'NORTHEAST CORNER OF THE LINN LUMBER CO. OFFICE BUILDING, 33 KS0899'FEET WEST OF THE CENTER LINE OF WASHINGTON STREET, 32 FEET NORTH KS0899'OF THE CENTER LINE OF LUREL STREET, 1.6 FEET SOUTH OF A POWER LINE KS0899'POLE, ABOUT LEVEL WITH THE STREETS AND SET IN THE TOP OF A CONCRETE KS0899'POST ABOUT FLUSH WITH THE GROUND. KS0899 KS0899 STATION RECOVERY (1987) KS0899 KS0899'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) KS0899'RECOVERED IN GOOD CONDITION. KS0899 KS0899 STATION RECOVERY (1988) KS0899 KS0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0899'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN GRIDLEY, KS0899'AT THE INTERSECTION OF WASHINGTON AND LAUREL STREETS, IN THE KS0899'INTERSECTION AND IN LINE WITH THE WEST CURB OF WASHINGTON STREET, 8.5 KS0899'M (27.9 FT) WEST OF THE CENTER OF WASHINGTON STREET, 8.5 M (27.9 FT) KS0899'NORTH OF THE CENTERLINE OF LAUREL STREET, 3.0 M (9.8 FT) SOUTH OF A KS0899'UTILITY POLE, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE KS0899'SURFACE OF THE STREETS. KS0899 KS0899 STATION RECOVERY (2004) KS0899 KS0899'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0899'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0901 *********************************************************************** KS0901 DESIGNATION - GRIDLEY RM 1 KS0901 PID - KS0901 KS0901 STATE/COUNTY- CA/BUTTE KS0901 USGS QUAD - GRIDLEY (1973) KS0901 KS0901 *CURRENT SURVEY CONTROL KS0901 ___________________________________________________________________ KS0901* NAD 83(1986)- 39 21 36. (N) 121 41 32. (W) SCALED KS0901* NAVD 88 - 29.384 (meters) 96.40 (feet) ADJUSTED KS0901 ___________________________________________________________________ KS0901 GEOID HEIGHT- -28.51 (meters) GEOID03 KS0901 DYNAMIC HT - 29.368 (meters) 96.35 (feet) COMP KS0901 MODELED GRAV- 980,071.5 (mgal) NAVD 88 KS0901 KS0901 VERT ORDER - FIRST CLASS II KS0901 KS0901.The horizontal coordinates were scaled from a topographic map and have KS0901.an estimated accuracy of +/- 6 seconds. KS0901 KS0901.The orthometric height was determined by differential leveling KS0901.and adjusted by the National Geodetic Survey in June 1991. KS0901 KS0901.The geoid height was determined by GEOID03. KS0901 KS0901.The dynamic height is computed by dividing the NAVD 88 KS0901.geopotential number by the normal gravity value computed on the KS0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0901.degrees latitude (g = 980.6199 gals.). KS0901 KS0901.The modeled gravity was interpolated from observed gravity values. KS0901 KS0901; North East Units Estimated Accuracy KS0901;SPC CA 2 - 688,020. 2,026,520. MT (+/- 180 meters Scaled) KS0901 KS0901 SUPERSEDED SURVEY CONTROL KS0901 KS0901 NGVD 29 (??/??/??) 28.689 (m) 94.12 (f) ADJUSTED 1 2 KS0901 KS0901.Superseded values are not recommended for survey control. KS0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0901.See file dsdata.txt to determine how the superseded data were derived. KS0901 KS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ126575(NAD 83) KS0901_MARKER: DR = REFERENCE MARK DISK KS0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0901_STAMPING: GRIDLEY RM NO 1 1939 KS0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0901+STABILITY: SURFACE MOTION KS0901 KS0901 HISTORY - Date Condition Report By KS0901 HISTORY - 1939 MONUMENTED CGS KS0901 HISTORY - 1949 GOOD NGS KS0901 HISTORY - 1987 MARK NOT FOUND USPSQD KS0901 HISTORY - 19880805 MARK NOT FOUND NGS KS0901 KS0901 STATION DESCRIPTION KS0901 KS0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0901'0.4 MI S FROM GRIDLEY. KS0901'ABOUT 0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0901'FROM THE STATION AT GRIDLEY, AT THE SOUTHWEST CORNER OF THE CITY KS0901'PARK, 65 YARDS EAST OF THE EAST RAIL OF THE MAIN TRACK, 105 KS0901'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WALTER JANSEN AND KS0901'SON WAREHOUSE BUILDING, 123 FEET WEST OF THE SOUTHWEST CORNER KS0901'OF THE CITY PARK FENCE, 11 FEET EAST OF THE CENTER LINE OF THE KS0901'ENTRANCE TO THE BALL PARK, 128 FEET SOUTHWEST OF GRIDLEY KS0901'TRIANGULATION STATION, AND SET IN THE TOP OF A CONCRETE POST KS0901'PROJECTING 0.3 FOOT ABOVE THE GROUND. KS0901 KS0901 STATION RECOVERY (1987) KS0901 KS0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) KS0901'MARK NOT FOUND. KS0901 KS0901 STATION RECOVERY (1988) KS0901 KS0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0901'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0902 *********************************************************************** KS0902 DESIGNATION - GRIDLEY RM 2 KS0902 PID - KS0902 KS0902 STATE/COUNTY- CA/BUTTE KS0902 USGS QUAD - GRIDLEY (1973) KS0902 KS0902 *CURRENT SURVEY CONTROL KS0902 ___________________________________________________________________ KS0902* NAD 83(1986)- 39 21 34. (N) 121 41 32. (W) SCALED KS0902* NAVD 88 - 28.905 (meters) 94.83 (feet) ADJUSTED KS0902 ___________________________________________________________________ KS0902 GEOID HEIGHT- -28.51 (meters) GEOID03 KS0902 DYNAMIC HT - 28.889 (meters) 94.78 (feet) COMP KS0902 MODELED GRAV- 980,071.4 (mgal) NAVD 88 KS0902 KS0902 VERT ORDER - FIRST CLASS II KS0902 KS0902.The horizontal coordinates were scaled from a topographic map and have KS0902.an estimated accuracy of +/- 6 seconds. KS0902 KS0902.The orthometric height was determined by differential leveling KS0902.and adjusted by the National Geodetic Survey in June 1991. KS0902 KS0902.The geoid height was determined by GEOID03. KS0902 KS0902.The dynamic height is computed by dividing the NAVD 88 KS0902.geopotential number by the normal gravity value computed on the KS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0902.degrees latitude (g = 980.6199 gals.). KS0902 KS0902.The modeled gravity was interpolated from observed gravity values. KS0902 KS0902; North East Units Estimated Accuracy KS0902;SPC CA 2 - 687,950. 2,026,520. MT (+/- 180 meters Scaled) KS0902 KS0902 SUPERSEDED SURVEY CONTROL KS0902 KS0902 NGVD 29 (??/??/??) 28.210 (m) 92.55 (f) ADJUSTED 1 2 KS0902 KS0902.Superseded values are not recommended for survey control. KS0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0902.See file dsdata.txt to determine how the superseded data were derived. KS0902 KS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ126574(NAD 83) KS0902_MARKER: DR = REFERENCE MARK DISK KS0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0902_STAMPING: GRIDLEY RM NO 2 1939 KS0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0902+STABILITY: SURFACE MOTION KS0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0902+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 KS0902 KS0902 HISTORY - Date Condition Report By KS0902 HISTORY - 1939 MONUMENTED CGS KS0902 HISTORY - 1949 GOOD NGS KS0902 HISTORY - 1987 MARK NOT FOUND USPSQD KS0902 HISTORY - 20040324 GOOD CADT KS0902 KS0902 STATION DESCRIPTION KS0902 KS0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0902'0.4 MI S FROM GRIDLEY. KS0902'0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0902'FROM THE STATION AT GRIDLEY, AT THE SOUTHWEST CORNER OF THE CITY KS0902'PARK, 94 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE LIBBY, KS0902'MC NEILL, AND LIBBY BUILDING, 149 FEET EAST OF THE EAST RAIL KS0902'OF THE MAIN TRACK, 138 FEET SOUTHWEST OF THE CENTER OF THE KS0902'INTERSECTION OF WASHINGTON AND LOCUST STREETS, 116 FEET WEST OF KS0902'THE STATION, 12 FEET SOUTH OF A PALM TREE, AND SET IN THE KS0902'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KS0902 KS0902 STATION RECOVERY (1987) KS0902 KS0902'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG) KS0902'MARK NOT FOUND. KS0902 KS0902 STATION RECOVERY (2004) KS0902 KS0902'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0902'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0337 *********************************************************************** KT0337 DESIGNATION - H 1078 KT0337 PID - KT0337 KT0337 STATE/COUNTY- CA/COLUSA KT0337 USGS QUAD - MAXWELL (1994) KT0337 KT0337 *CURRENT SURVEY CONTROL KT0337 ___________________________________________________________________ KT0337* NAD 83(1986)- 39 21 54. (N) 122 11 31. (W) SCALED KT0337* NAVD 88 - 27.03 (+/-2cm) 88.7 (feet) VERTCON KT0337 ___________________________________________________________________ KT0337 GEOID HEIGHT- -29.36 (meters) GEOID03 KT0337 KT0337 VERT ORDER - FIRST CLASS II (See Below) KT0337 KT0337.The horizontal coordinates were scaled from a topographic map and have KT0337.an estimated accuracy of +/- 6 seconds. KT0337 KT0337.The NAVD 88 height was computed by applying the VERTCON shift value to KT0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0337.The vertical order pertains to the NGVD 29 superseded value. KT0337 KT0337.The geoid height was determined by GEOID03. KT0337 KT0337; North East Units Estimated Accuracy KT0337;SPC CA 2 - 688,540. 1,983,460. MT (+/- 180 meters Scaled) KT0337 KT0337 SUPERSEDED SURVEY CONTROL KT0337 KT0337 NGVD 29 (??/??/92) 26.281 (m) 86.22 (f) ADJ UNCH 1 2 KT0337 KT0337.Superseded values are not recommended for survey control. KT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0337.See file dsdata.txt to determine how the superseded data were derived. KT0337 KT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696575(NAD 83) KT0337_MARKER: DB = BENCH MARK DISK KT0337_SETTING: 36 = BRIDGE KT0337_STAMPING: H 1078 1967 KT0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0337 KT0337 HISTORY - Date Condition Report By KT0337 HISTORY - 1967 MONUMENTED CGS KT0337 HISTORY - 20040415 MARK NOT FOUND CADT KT0337 KT0337 STATION DESCRIPTION KT0337 KT0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0337'6.2 MI N FROM MAXWELL. KT0337'6.15 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0337'THE CROSSING OF OAK STREET AT MAXWELL, DIRECTLY OPPOSITE KT0337'RAILROAD BRIDGE 139.18, IN THE TOP OF THE EAST END OF THE SOUTH KT0337'CONCRETE ABUTMENT OF HIGHWAY BRIDGE 15-15 OVER HUNTERS CREEK, KT0337'1.6 FEET EAST OF THE EAST EDGE OF THE CONCRETE FLOOR, 22 1/2 KT0337'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET WEST OF KT0337'THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. KT0337 KT0337 STATION RECOVERY (2004) KT0337 KT0337'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0337'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0127 *********************************************************************** KT0127 DESIGNATION - H 1079 KT0127 PID - KT0127 KT0127 STATE/COUNTY- CA/GLENN KT0127 USGS QUAD - FRUTO (1973) KT0127 KT0127 *CURRENT SURVEY CONTROL KT0127 ___________________________________________________________________ KT0127* NAD 83(1986)- 39 35 14. (N) 122 25 09. (W) SCALED KT0127* NAVD 88 - 165.56 (+/-2cm) 543.2 (feet) VERTCON KT0127 ___________________________________________________________________ KT0127 GEOID HEIGHT- -29.13 (meters) GEOID03 KT0127 KT0127 VERT ORDER - FIRST CLASS II (See Below) KT0127 KT0127.The horizontal coordinates were scaled from a topographic map and have KT0127.an estimated accuracy of +/- 6 seconds. KT0127 KT0127.The NAVD 88 height was computed by applying the VERTCON shift value to KT0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0127.The vertical order pertains to the NGVD 29 superseded value. KT0127 KT0127.The geoid height was determined by GEOID03. KT0127 KT0127; North East Units Estimated Accuracy KT0127;SPC CA 2 - 713,280. 1,963,990. MT (+/- 180 meters Scaled) KT0127 KT0127 SUPERSEDED SURVEY CONTROL KT0127 KT0127 NGVD 29 (??/??/92) 164.756 (m) 540.54 (f) ADJ UNCH 1 2 KT0127 KT0127.Superseded values are not recommended for survey control. KT0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0127.See file dsdata.txt to determine how the superseded data were derived. KT0127 KT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ498821(NAD 83) KT0127_MARKER: DB = BENCH MARK DISK KT0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0127_STAMPING: H 1079 1967 KT0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0127+STABILITY: SURFACE MOTION KT0127 KT0127 HISTORY - Date Condition Report By KT0127 HISTORY - 1967 MONUMENTED CGS KT0127 KT0127 STATION DESCRIPTION KT0127 KT0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0127'8.2 MI E FROM ELK CREEK. KT0127'8.15 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0127'AT ELK CREEK, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60.0 KT0127'FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF THE EAST ONE OF KT0127'TWO 36-INCH PIPE CULVERTS, 1.0 FOOT NORTH OF A FENCE, 2.3 FEET KT0127'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE KT0127'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1941 *********************************************************************** KS1941 DESIGNATION - H 1434 KS1941 PID - KS1941 KS1941 STATE/COUNTY- CA/BUTTE KS1941 USGS QUAD - SHIPPEE (1969) KS1941 KS1941 *CURRENT SURVEY CONTROL KS1941 ___________________________________________________________________ KS1941* NAD 83(1986)- 39 37 26. (N) 121 41 44. (W) SCALED KS1941* NAVD 88 - 57.877 (meters) 189.88 (feet) ADJUSTED KS1941 ___________________________________________________________________ KS1941 GEOID HEIGHT- -27.52 (meters) GEOID03 KS1941 DYNAMIC HT - 57.846 (meters) 189.78 (feet) COMP KS1941 MODELED GRAV- 980,097.1 (mgal) NAVD 88 KS1941 KS1941 VERT ORDER - FIRST CLASS II KS1941 KS1941.The horizontal coordinates were scaled from a topographic map and have KS1941.an estimated accuracy of +/- 6 seconds. KS1941 KS1941.The orthometric height was determined by differential leveling KS1941.and adjusted by the National Geodetic Survey in June 1991. KS1941 KS1941.The geoid height was determined by GEOID03. KS1941 KS1941.The dynamic height is computed by dividing the NAVD 88 KS1941.geopotential number by the normal gravity value computed on the KS1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1941.degrees latitude (g = 980.6199 gals.). KS1941 KS1941.The modeled gravity was interpolated from observed gravity values. KS1941 KS1941; North East Units Estimated Accuracy KS1941;SPC CA 2 - 717,310. 2,026,140. MT (+/- 180 meters Scaled) KS1941 KS1941 SUPERSEDED SURVEY CONTROL KS1941 KS1941.No superseded survey control is available for this station. KS1941 KS1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ119868(NAD 83) KS1941_MARKER: I = METAL ROD KS1941_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KS1941+WITH SETTING: INFORMATION. KS1941_STAMPING: H 1434 1988 KS1941_MARK LOGO: NGS KS1941_MAGNETIC: I = MARKER IS A STEEL ROD KS1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1941+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1941 KS1941 HISTORY - Date Condition Report By KS1941 HISTORY - 1988 MONUMENTED NGS KS1941 HISTORY - 20040324 GOOD CADT KS1941 KS1941 STATION DESCRIPTION KS1941 KS1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1941'18.1 KM (11.25 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1941'JUNCTION OF 1ST AVENUE IN CHICO, OR 9.9 KM (6.15 MI) NORTHWESTERLY KS1941'ALONG TABLE MOUNTAIN BOULEVARD FROM THE JUNCTION OF MONTGOMERY STREET KS1941'IN OROVILLE, THENCE 7.5 KM (4.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY KS1941'149, THENCE 0.6 KM (0.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99, KS1941'A METAL ROD DRIVEN 0.8 METER AND FLUSH WITH THE GROUND, KS1941'33.6 M (110.2 FT) NORTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY KS1941'INFORMATION SIGN, 14.5 M (47.6 FT) SOUTHWEST OF THE CENTERLINE OF THE KS1941'SOUTHBOUND LANES OF THE HIGHWAY, 2.6 M (8.5 FT) NORTH OF A UTILITY KS1941'POLE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) KS1941'NORTHEAST OF A FENCE, AND LEVEL WITH THE HIGHWAY. NOTE--ACCESS TO THE KS1941'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1941 KS1941 STATION RECOVERY (2004) KS1941 KS1941'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1941'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0848 *********************************************************************** KT0848 DESIGNATION - H 216 KT0848 PID - KT0848 KT0848 STATE/COUNTY- CA/GLENN KT0848 USGS QUAD - ELK CREEK (1968) KT0848 KT0848 *CURRENT SURVEY CONTROL KT0848 ___________________________________________________________________ KT0848* NAD 83(1986)- 39 34 00. (N) 122 32 24. (W) SCALED KT0848* NAVD 88 - 290.52 (+/-2cm) 953.1 (feet) VERTCON KT0848 ___________________________________________________________________ KT0848 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0848 KT0848 VERT ORDER - SECOND CLASS 0 (See Below) KT0848 KT0848.The horizontal coordinates were scaled from a topographic map and have KT0848.an estimated accuracy of +/- 6 seconds. KT0848 KT0848.The NAVD 88 height was computed by applying the VERTCON shift value to KT0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0848.The vertical order pertains to the NGVD 29 superseded value. KT0848 KT0848.The geoid height was determined by GEOID03. KT0848 KT0848; North East Units Estimated Accuracy KT0848;SPC CA 2 - 711,050. 1,953,600. MT (+/- 180 meters Scaled) KT0848 KT0848 SUPERSEDED SURVEY CONTROL KT0848 KT0848 NGVD 29 (??/??/92) 289.688 (m) 950.42 (f) ADJ UNCH 2 0 KT0848 KT0848.Superseded values are not recommended for survey control. KT0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0848.See file dsdata.txt to determine how the superseded data were derived. KT0848 KT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ395797(NAD 83) KT0848_MARKER: DB = BENCH MARK DISK KT0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0848_STAMPING: H 216 1935 KT0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0848+STABILITY: SURFACE MOTION KT0848 KT0848 HISTORY - Date Condition Report By KT0848 HISTORY - 1935 MONUMENTED CGS KT0848 KT0848 STATION DESCRIPTION KT0848 KT0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0848'2.7 MI S FROM ELK CREEK. KT0848'2.7 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0848'COUNTY, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.7 FEET KT0848'NORTH OF A TELEPHONE POLE, AND 6 FEET WEST OF THE FENCE. A KT0848'STANDARD DISK, STAMPED H 216 1935 AND SET IN THE TOP OF A KT0848'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0115 *********************************************************************** KT0115 DESIGNATION - H 226 KT0115 PID - KT0115 KT0115 STATE/COUNTY- CA/GLENN KT0115 USGS QUAD - STONE VALLEY (1969) KT0115 KT0115 *CURRENT SURVEY CONTROL KT0115 ___________________________________________________________________ KT0115* NAD 83(1986)- 39 31 40. (N) 122 18 38. (W) SCALED KT0115* NAVD 88 - 72.42 (+/-2cm) 237.6 (feet) VERTCON KT0115 ___________________________________________________________________ KT0115 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0115 KT0115 VERT ORDER - FIRST CLASS II (See Below) KT0115 KT0115.The horizontal coordinates were scaled from a topographic map and have KT0115.an estimated accuracy of +/- 6 seconds. KT0115 KT0115.The NAVD 88 height was computed by applying the VERTCON shift value to KT0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0115.The vertical order pertains to the NGVD 29 superseded value. KT0115 KT0115.The geoid height was determined by GEOID03. KT0115 KT0115; North East Units Estimated Accuracy KT0115;SPC CA 2 - 706,640. 1,973,300. MT (+/- 180 meters Scaled) KT0115 KT0115 SUPERSEDED SURVEY CONTROL KT0115 KT0115 NGVD 29 (??/??/92) 71.660 (m) 235.10 (f) ADJ UNCH 1 2 KT0115 KT0115.Superseded values are not recommended for survey control. KT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0115.See file dsdata.txt to determine how the superseded data were derived. KT0115 KT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ592755(NAD 83) KT0115_MARKER: DB = BENCH MARK DISK KT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0115_STAMPING: H 266 1935 KT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0115+STABILITY: SURFACE MOTION KT0115 KT0115 HISTORY - Date Condition Report By KT0115 HISTORY - 1935 MONUMENTED CGS KT0115 HISTORY - 1967 GOOD NGS KT0115 KT0115 STATION DESCRIPTION KT0115 KT0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0115'5.2 MI W FROM WILLOWS. KT0115'5.15 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0115'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT AN ABANDONED RAILROAD KT0115'CROSSING, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, KT0115'24 1/2 FEET WEST OF A TELEPHONE POLE, 3.8 FEET NORTH OF A FENCE, KT0115'1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, KT0115'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE KT0115'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0849 *********************************************************************** KT0849 DESIGNATION - H 253 USGS KT0849 PID - KT0849 KT0849 STATE/COUNTY- CA/GLENN KT0849 USGS QUAD - ELK CREEK (1968) KT0849 KT0849 *CURRENT SURVEY CONTROL KT0849 ___________________________________________________________________ KT0849* NAD 83(1986)- 39 33 41. (N) 122 32 31. (W) SCALED KT0849* NAVD 88 - 287.37 (+/-2cm) 942.8 (feet) VERTCON KT0849 ___________________________________________________________________ KT0849 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0849 KT0849 VERT ORDER - SECOND CLASS 0 (See Below) KT0849 KT0849.The horizontal coordinates were scaled from a topographic map and have KT0849.an estimated accuracy of +/- 6 seconds. KT0849 KT0849.The NAVD 88 height was computed by applying the VERTCON shift value to KT0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0849.The vertical order pertains to the NGVD 29 superseded value. KT0849 KT0849.The geoid height was determined by GEOID03. KT0849 KT0849; North East Units Estimated Accuracy KT0849;SPC CA 2 - 710,470. 1,953,430. MT (+/- 180 meters Scaled) KT0849 KT0849 SUPERSEDED SURVEY CONTROL KT0849 KT0849 NGVD 29 (??/??/92) 286.531 (m) 940.06 (f) ADJ UNCH 2 0 KT0849 KT0849.Superseded values are not recommended for survey control. KT0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0849.See file dsdata.txt to determine how the superseded data were derived. KT0849 KT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ393791(NAD 83) KT0849_MARKER: DD = SURVEY DISK KT0849_SETTING: 30 = CULVERT KT0849_STAMPING: 1932 H 253 912 KT0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0849 KT0849 HISTORY - Date Condition Report By KT0849 HISTORY - 1932 MONUMENTED USGS KT0849 HISTORY - 1935 GOOD NGS KT0849 KT0849 STATION DESCRIPTION KT0849 KT0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0849'3.1 MI S FROM ELK CREEK. KT0849'3.1 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN COUNTY, KT0849'AT A CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL, AND 2 KT0849'FEET NORTH OF THE SOUTH END OF THE HEADWALL. A UNITED STATES KT0849'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1932 H 253 912. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0852 *********************************************************************** KT0852 DESIGNATION - H 254 USGS KT0852 PID - KT0852 KT0852 STATE/COUNTY- CA/GLENN KT0852 USGS QUAD - ELK CREEK (1968) KT0852 KT0852 *CURRENT SURVEY CONTROL KT0852 ___________________________________________________________________ KT0852* NAD 83(1986)- 39 32 08. (N) 122 32 04. (W) SCALED KT0852* NAVD 88 - 278.71 (+/-2cm) 914.4 (feet) VERTCON KT0852 ___________________________________________________________________ KT0852 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0852 KT0852 VERT ORDER - SECOND CLASS 0 (See Below) KT0852 KT0852.The horizontal coordinates were scaled from a topographic map and have KT0852.an estimated accuracy of +/- 6 seconds. KT0852 KT0852.The NAVD 88 height was computed by applying the VERTCON shift value to KT0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0852.The vertical order pertains to the NGVD 29 superseded value. KT0852 KT0852.The geoid height was determined by GEOID03. KT0852 KT0852; North East Units Estimated Accuracy KT0852;SPC CA 2 - 707,600. 1,954,060. MT (+/- 180 meters Scaled) KT0852 KT0852 SUPERSEDED SURVEY CONTROL KT0852 KT0852 NGVD 29 (??/??/92) 277.873 (m) 911.65 (f) ADJ UNCH 2 0 KT0852 KT0852.Superseded values are not recommended for survey control. KT0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0852.See file dsdata.txt to determine how the superseded data were derived. KT0852 KT0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ400763(NAD 83) KT0852_MARKER: DD = SURVEY DISK KT0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0852_STAMPING: H 254 1935 KT0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0852+STABILITY: SURFACE MOTION KT0852 KT0852 HISTORY - Date Condition Report By KT0852 HISTORY - 1935 MONUMENTED CGS KT0852 KT0852 STATION DESCRIPTION KT0852 KT0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0852'5 MI S FROM ELK CREEK. KT0852'5.0 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0852'COUNTY, AT THE TOP OF A SMALL RISE, 15 FEET WEST OF THE CENTERLINE KT0852'OF THE ROAD, AND 1.7 FEET EAST OF THE FENCE. A UNITED STATES KT0852'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 254 1935 AND SET IN KT0852'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0854 *********************************************************************** KT0854 DESIGNATION - H 255 USGS KT0854 PID - KT0854 KT0854 STATE/COUNTY- CA/GLENN KT0854 USGS QUAD - ELK CREEK (1968) KT0854 KT0854 *CURRENT SURVEY CONTROL KT0854 ___________________________________________________________________ KT0854* NAD 83(1986)- 39 30 30. (N) 122 31 37. (W) SCALED KT0854* NAVD 88 - 292.53 (+/-2cm) 959.7 (feet) VERTCON KT0854 ___________________________________________________________________ KT0854 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0854 KT0854 VERT ORDER - SECOND CLASS 0 (See Below) KT0854 KT0854.The horizontal coordinates were scaled from a topographic map and have KT0854.an estimated accuracy of +/- 6 seconds. KT0854 KT0854.The NAVD 88 height was computed by applying the VERTCON shift value to KT0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0854.The vertical order pertains to the NGVD 29 superseded value. KT0854 KT0854.The geoid height was determined by GEOID03. KT0854 KT0854; North East Units Estimated Accuracy KT0854;SPC CA 2 - 704,570. 1,954,680. MT (+/- 180 meters Scaled) KT0854 KT0854 SUPERSEDED SURVEY CONTROL KT0854 KT0854 NGVD 29 (??/??/92) 291.692 (m) 956.99 (f) ADJ UNCH 2 0 KT0854 KT0854.Superseded values are not recommended for survey control. KT0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0854.See file dsdata.txt to determine how the superseded data were derived. KT0854 KT0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ406732(NAD 83) KT0854_MARKER: DD = SURVEY DISK KT0854_SETTING: 66 = SET IN ROCK OUTCROP KT0854_STAMPING: 1932 H 255 957 KT0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0854+STABILITY: POSITION/ELEVATION WELL KT0854 KT0854 HISTORY - Date Condition Report By KT0854 HISTORY - 1932 MONUMENTED USGS KT0854 HISTORY - 1935 GOOD NGS KT0854 KT0854 STATION DESCRIPTION KT0854 KT0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0854'7 MI S FROM ELK CREEK. KT0854'7.0 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0854'COUNTY, 81 FEET SOUTH OF A CULVERT, 50 FEET NORTH OF A GATE IN KT0854'THE WEST FENCE, AT THE EAST EDGE OF THE ROAD, AND IN THE TOP KT0854'OF A ROCK LEDGE. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0854'DISK, STAMPED 1932 H 255 957. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0537 *********************************************************************** KT0537 DESIGNATION - H 256 USGS KT0537 PID - KT0537 KT0537 STATE/COUNTY- CA/GLENN KT0537 USGS QUAD - STONYFORD (1994) KT0537 KT0537 *CURRENT SURVEY CONTROL KT0537 ___________________________________________________________________ KT0537* NAD 83(1986)- 39 29 04. (N) 122 31 01. (W) SCALED KT0537* NAVD 88 - 297.99 (+/-2cm) 977.7 (feet) VERTCON KT0537 ___________________________________________________________________ KT0537 GEOID HEIGHT- -29.02 (meters) GEOID03 KT0537 KT0537 VERT ORDER - SECOND CLASS 0 (See Below) KT0537 KT0537.The horizontal coordinates were scaled from a topographic map and have KT0537.an estimated accuracy of +/- 6 seconds. KT0537 KT0537.The NAVD 88 height was computed by applying the VERTCON shift value to KT0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0537.The vertical order pertains to the NGVD 29 superseded value. KT0537 KT0537.The geoid height was determined by GEOID03. KT0537 KT0537; North East Units Estimated Accuracy KT0537;SPC CA 2 - 701,910. 1,955,530. MT (+/- 180 meters Scaled) KT0537 KT0537 SUPERSEDED SURVEY CONTROL KT0537 KT0537 NGVD 29 (??/??/92) 297.149 (m) 974.90 (f) ADJ UNCH 2 0 KT0537 KT0537.Superseded values are not recommended for survey control. KT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0537.See file dsdata.txt to determine how the superseded data were derived. KT0537 KT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ415706(NAD 83) KT0537_MARKER: DD = SURVEY DISK KT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0537_STAMPING: 1932 H 256 975 KT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0537+STABILITY: SURFACE MOTION KT0537 KT0537 HISTORY - Date Condition Report By KT0537 HISTORY - 1932 MONUMENTED USGS KT0537 HISTORY - 1935 GOOD NGS KT0537 KT0537 STATION DESCRIPTION KT0537 KT0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0537'8.9 MI S FROM ELK CREEK. KT0537'8.9 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0537'COUNTY, AT A ROAD JUNCTION, 68 FEET SOUTHEAST OF THE CENTERLINE KT0537'OF THE ROAD LEADING EAST, 21 FEET NORTHEAST OF THE CENTERLINE KT0537'OF THE STONYFORD ROAD, AND 24 FEET SOUTH AND 2 FEET EAST OF A KT0537'FENCE CORNER. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0537'DISK, STAMPED 1932 H 256 975 AND SET IN THE TOP OF A CONCRETE KT0537'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0539 *********************************************************************** KT0539 DESIGNATION - H 257 USGS KT0539 PID - KT0539 KT0539 STATE/COUNTY- CA/GLENN KT0539 USGS QUAD - STONYFORD (1994) KT0539 KT0539 *CURRENT SURVEY CONTROL KT0539 ___________________________________________________________________ KT0539* NAD 83(1986)- 39 27 28. (N) 122 30 46. (W) SCALED KT0539* NAVD 88 - 295.43 (+/-2cm) 969.3 (feet) VERTCON KT0539 ___________________________________________________________________ KT0539 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0539 KT0539 VERT ORDER - SECOND CLASS 0 (See Below) KT0539 KT0539.The horizontal coordinates were scaled from a topographic map and have KT0539.an estimated accuracy of +/- 6 seconds. KT0539 KT0539.The NAVD 88 height was computed by applying the VERTCON shift value to KT0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0539.The vertical order pertains to the NGVD 29 superseded value. KT0539 KT0539.The geoid height was determined by GEOID03. KT0539 KT0539; North East Units Estimated Accuracy KT0539;SPC CA 2 - 698,950. 1,955,870. MT (+/- 180 meters Scaled) KT0539 KT0539 SUPERSEDED SURVEY CONTROL KT0539 KT0539 NGVD 29 (??/??/92) 294.592 (m) 966.51 (f) ADJ UNCH 2 0 KT0539 KT0539.Superseded values are not recommended for survey control. KT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0539.See file dsdata.txt to determine how the superseded data were derived. KT0539 KT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ419676(NAD 83) KT0539_MARKER: DD = SURVEY DISK KT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0539_STAMPING: 1932 H 257 967 KT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0539+STABILITY: SURFACE MOTION KT0539 KT0539 HISTORY - Date Condition Report By KT0539 HISTORY - 1932 MONUMENTED USGS KT0539 HISTORY - 1935 GOOD NGS KT0539 KT0539 STATION DESCRIPTION KT0539 KT0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0539'7.3 MI N FROM STONYFORD. KT0539'IN GLENN COUNTY, 7.3 MILES NORTH ALONG THE ELK CREEK ROAD FROM KT0539'THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 32 FEET NORTHEAST KT0539'OF A BLAZED TREE PAINTED 963 PBM, 31 FEET EAST OF THE CENTERLINE KT0539'OF THE ROAD, AND 2 FEET WEST OF THE FENCE. A UNITED STATES KT0539'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1932 H 257 967 AND KT0539'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0541 *********************************************************************** KT0541 DESIGNATION - H 258 USGS KT0541 PID - KT0541 KT0541 STATE/COUNTY- CA/GLENN KT0541 USGS QUAD - STONYFORD (1994) KT0541 KT0541 *CURRENT SURVEY CONTROL KT0541 ___________________________________________________________________ KT0541* NAD 83(1986)- 39 25 56. (N) 122 30 29. (W) SCALED KT0541* NAVD 88 - 300.64 (+/-2cm) 986.3 (feet) VERTCON KT0541 ___________________________________________________________________ KT0541 GEOID HEIGHT- -29.05 (meters) GEOID03 KT0541 KT0541 VERT ORDER - SECOND CLASS 0 (See Below) KT0541 KT0541.The horizontal coordinates were scaled from a topographic map and have KT0541.an estimated accuracy of +/- 6 seconds. KT0541 KT0541.The NAVD 88 height was computed by applying the VERTCON shift value to KT0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0541.The vertical order pertains to the NGVD 29 superseded value. KT0541 KT0541.The geoid height was determined by GEOID03. KT0541 KT0541; North East Units Estimated Accuracy KT0541;SPC CA 2 - 696,110. 1,956,260. MT (+/- 180 meters Scaled) KT0541 KT0541 SUPERSEDED SURVEY CONTROL KT0541 KT0541 NGVD 29 (??/??/92) 299.806 (m) 983.61 (f) ADJ UNCH 2 0 KT0541 KT0541.Superseded values are not recommended for survey control. KT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0541.See file dsdata.txt to determine how the superseded data were derived. KT0541 KT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ423648(NAD 83) KT0541_MARKER: DD = SURVEY DISK KT0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0541_STAMPING: 984 H 258 1932 KT0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0541+STABILITY: SURFACE MOTION KT0541 KT0541 HISTORY - Date Condition Report By KT0541 HISTORY - 1932 MONUMENTED USGS KT0541 HISTORY - 1935 GOOD NGS KT0541 HISTORY - 1966 MARK NOT FOUND NGS KT0541 KT0541 STATION DESCRIPTION KT0541 KT0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0541'5.6 MI N FROM STONYFORD. KT0541'IN GLENN COUNTY, 5.6 MILES NORTH ALONG THE ELK CREEK ROAD FROM KT0541'THE POST OFFICE AT STONYFORD, COLUSA COUNTY, ABOUT 200 FEET KT0541'SOUTH OF A FARMHOUSE, AT THE JUNCTION OF A ROAD LEADING OVER KT0541'THE NEEDHAM GRADE TO WILLOWS, 147 FEET SOUTHEAST OF THE POINT KT0541'OF THE INTERSECTION, AND 48 FEET SOUTH OF THE CENTERLINE OF KT0541'THE WILLOWS ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0541'DISK, STAMPED 984 H 258 1932 AND SET IN THE TOP OF A CONCRETE KT0541'POST. NOTE-- THE ROAD ALIGHMENT OF THE ROAD HAS BEEN CHANGED KT0541'AND THE JUNCTION HAS BEEN WIDENED AND THE BM HAS PROBABLY BEEN KT0541'COVERED OVER. OLD FARMHOUSE MENTIONED IN DESCRIPTION APPEARS THE KT0541'SAME BUT MEASURING FROM IT AND THE CENTERLINE OF THE JCT., WOULD KT0541'NOT RECOVER THE MARK. KT0541 KT0541 STATION RECOVERY (1966) KT0541 KT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0541'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0543 *********************************************************************** KT0543 DESIGNATION - H 259 USGS KT0543 PID - KT0543 KT0543 STATE/COUNTY- CA/GLENN KT0543 USGS QUAD - STONYFORD (1994) KT0543 KT0543 *CURRENT SURVEY CONTROL KT0543 ___________________________________________________________________ KT0543* NAD 83(1986)- 39 25 20. (N) 122 32 00. (W) SCALED KT0543* NAVD 88 - 319.90 (+/-2cm) 1049.5 (feet) VERTCON KT0543 ___________________________________________________________________ KT0543 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0543 KT0543 VERT ORDER - SECOND CLASS 0 (See Below) KT0543 KT0543.The horizontal coordinates were scaled from a topographic map and have KT0543.an estimated accuracy of +/- 6 seconds. KT0543 KT0543.The NAVD 88 height was computed by applying the VERTCON shift value to KT0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0543.The vertical order pertains to the NGVD 29 superseded value. KT0543 KT0543.The geoid height was determined by GEOID03. KT0543 KT0543; North East Units Estimated Accuracy KT0543;SPC CA 2 - 695,010. 1,954,080. MT (+/- 180 meters Scaled) KT0543 KT0543 SUPERSEDED SURVEY CONTROL KT0543 KT0543 NGVD 29 (??/??/92) 319.072 (m) 1046.82 (f) ADJ UNCH 2 0 KT0543 KT0543.Superseded values are not recommended for survey control. KT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0543.See file dsdata.txt to determine how the superseded data were derived. KT0543 KT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ401637(NAD 83) KT0543_MARKER: DD = SURVEY DISK KT0543_SETTING: 80 = SET IN A BOULDER KT0543_STAMPING: 1932 H 259 1047 KT0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0543+STABILITY: SURFACE MOTION KT0543 KT0543 HISTORY - Date Condition Report By KT0543 HISTORY - 1932 MONUMENTED USGS KT0543 HISTORY - 1935 GOOD NGS KT0543 HISTORY - 1960 MARK NOT FOUND USGS KT0543 KT0543 STATION DESCRIPTION KT0543 KT0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0543'3.7 MI N FROM STONYFORD. KT0543'IN GLENN COUNTY, 3.7 MILES NORTH ALONG THE ELK CREEK ROAD FROM KT0543'THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 10 FEET NORTHWEST KT0543'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE BOULDER, KT0543'AND ABOUT 3 FEET HIGHER THAN THE ROAD. A UNITED STATES KT0543'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1932 H 259 1047. KT0543'NOTE-- MUCH OF THE ROCK FORMATION ALONG THE ROAD IN THIS AREA KT0543'HAS BEEN REMOVED AND THE ROAD WIDENED. NO EVIDENCE OF MARK KT0543'FOUND. KT0543 KT0543 STATION RECOVERY (1960) KT0543 KT0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 KT0543'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0545 *********************************************************************** KT0545 DESIGNATION - H 260 USGS KT0545 PID - KT0545 KT0545 STATE/COUNTY- CA/COLUSA KT0545 USGS QUAD - STONYFORD (1994) KT0545 KT0545 *CURRENT SURVEY CONTROL KT0545 ___________________________________________________________________ KT0545* NAD 83(1986)- 39 23 58. (N) 122 33 07. (W) SCALED KT0545* NAVD 88 - 341.74 (+/-2cm) 1121.2 (feet) VERTCON KT0545 ___________________________________________________________________ KT0545 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0545 KT0545 VERT ORDER - SECOND CLASS 0 (See Below) KT0545 KT0545.The horizontal coordinates were scaled from a topographic map and have KT0545.an estimated accuracy of +/- 6 seconds. KT0545 KT0545.The NAVD 88 height was computed by applying the VERTCON shift value to KT0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0545.The vertical order pertains to the NGVD 29 superseded value. KT0545 KT0545.The geoid height was determined by GEOID03. KT0545 KT0545; North East Units Estimated Accuracy KT0545;SPC CA 2 - 692,490. 1,952,460. MT (+/- 180 meters Scaled) KT0545 KT0545 SUPERSEDED SURVEY CONTROL KT0545 KT0545 NGVD 29 (??/??/92) 340.912 (m) 1118.48 (f) ADJ UNCH 2 0 KT0545 KT0545.Superseded values are not recommended for survey control. KT0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0545.See file dsdata.txt to determine how the superseded data were derived. KT0545 KT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ385612(NAD 83) KT0545_MARKER: DD = SURVEY DISK KT0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0545_STAMPING: 1118 H 260 1932 KT0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0545+STABILITY: SURFACE MOTION KT0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0545+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 KT0545 KT0545 HISTORY - Date Condition Report By KT0545 HISTORY - 1932 MONUMENTED USGS KT0545 HISTORY - 1935 GOOD NGS KT0545 HISTORY - 20040415 GOOD CADT KT0545 KT0545 STATION DESCRIPTION KT0545 KT0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0545'1.9 MI NE FROM STONYFORD. KT0545'1.9 MILES NORTHEAST ALONG THE ELK CREEK ROAD FROM THE POST KT0545'OFFICE AT STONYFORD, COLUSA COUNTY, OPPOSITE A POINT MIDWAY KT0545'BETWEEN TWO PROMINENT BARNS ON THE EAST SIDE OF THE ROAD, KT0545'38 FEET SOUTH AND 2 FEET EAST OF A T-ANGLE IN A FENCE LINE, KT0545'27 FEET WEST OF THE CENTERLINE OF THE ROAD, AND NEAR A POLE KT0545'MARKED U.S. 1115 PBM. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0545'DISK, STAMPED 1118 H 260 1932 AND SET IN THE TOP OF A CONCRETE KT0545'POST. KT0545 KT0545 STATION RECOVERY (2004) KT0545 KT0545'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0545'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0546 *********************************************************************** KT0546 DESIGNATION - H 261 USGS KT0546 PID - KT0546 KT0546 STATE/COUNTY- CA/COLUSA KT0546 USGS QUAD - STONYFORD (1994) KT0546 KT0546 *CURRENT SURVEY CONTROL KT0546 ___________________________________________________________________ KT0546* NAD 83(1986)- 39 22 39. (N) 122 32 52. (W) SCALED KT0546* NAVD 88 - 356.80 (+/-2cm) 1170.6 (feet) VERTCON KT0546 ___________________________________________________________________ KT0546 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0546 KT0546 VERT ORDER - SECOND CLASS 0 (See Below) KT0546 KT0546.The horizontal coordinates were scaled from a topographic map and have KT0546.an estimated accuracy of +/- 6 seconds. KT0546 KT0546.The NAVD 88 height was computed by applying the VERTCON shift value to KT0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0546.The vertical order pertains to the NGVD 29 superseded value. KT0546 KT0546.The geoid height was determined by GEOID03. KT0546 KT0546; North East Units Estimated Accuracy KT0546;SPC CA 2 - 690,060. 1,952,810. MT (+/- 180 meters Scaled) KT0546 KT0546 SUPERSEDED SURVEY CONTROL KT0546 KT0546 NGVD 29 (??/??/92) 355.968 (m) 1167.87 (f) ADJ UNCH 2 0 KT0546 KT0546.Superseded values are not recommended for survey control. KT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0546.See file dsdata.txt to determine how the superseded data were derived. KT0546 KT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ389587(NAD 83) KT0546_MARKER: DD = SURVEY DISK KT0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0546_STAMPING: 1932 H 261 1168 KT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0546+STABILITY: SURFACE MOTION KT0546 KT0546 HISTORY - Date Condition Report By KT0546 HISTORY - 1932 MONUMENTED USGS KT0546 HISTORY - 1935 GOOD NGS KT0546 HISTORY - 20040415 MARK NOT FOUND CADT KT0546 KT0546 STATION DESCRIPTION KT0546 KT0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0546'AT STONYFORD. KT0546'AT STONYFORD, COLUSA COUNTY, ON THE ELK CREEK ROAD, 0.2 MILE KT0546'NORTH OF THE GENERAL STORE AND POST OFFICE, AT THE JUNCTION OF KT0546'A ROAD LEADING WEST TO THE MILL CREEK RANGER STATION, 49 FEET KT0546'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 50 FEET KT0546'SOUTH OF THE CENTERLINE OF A PRIVATE LANE LEADING EAST, AND 7 KT0546'FEET SOUTH AND 2 FEET WEST OF A FENCE CORNER. A UNITED STATES KT0546'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1932 H 261 1168 AND KT0546'SET IN THE TOP OF A CONCRETE POST. RECOVERED IN GOOD KT0546'CONDITION IN MARCH 1957 AT THE EAST CORNER OF THE INTERSECTION KT0546'OF FIRST AND MARKET STREETS, 7 FEET SOUTHEAST OF THE EXACT KT0546'CORNER, AND 2 FEET FROM THE FENCE. KT0546 KT0546 STATION RECOVERY (2004) KT0546 KT0546'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0546'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0734 *********************************************************************** KT0734 DESIGNATION - H 280 USGS KT0734 PID - KT0734 KT0734 STATE/COUNTY- CA/GLENN KT0734 USGS QUAD - ELK CREEK (1968) KT0734 KT0734 *CURRENT SURVEY CONTROL KT0734 ___________________________________________________________________ KT0734* NAD 83(1986)- 39 35 56. (N) 122 30 26. (W) SCALED KT0734* NAVD 88 - 359.41 (+/-2cm) 1179.2 (feet) VERTCON KT0734 ___________________________________________________________________ KT0734 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0734 KT0734 VERT ORDER - FIRST CLASS II (See Below) KT0734 KT0734.The horizontal coordinates were scaled from a topographic map and have KT0734.an estimated accuracy of +/- 6 seconds. KT0734 KT0734.The NAVD 88 height was computed by applying the VERTCON shift value to KT0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0734.The vertical order pertains to the NGVD 29 superseded value. KT0734 KT0734.The geoid height was determined by GEOID03. KT0734 KT0734; North East Units Estimated Accuracy KT0734;SPC CA 2 - 714,610. 1,956,440. MT (+/- 180 meters Scaled) KT0734 KT0734 SUPERSEDED SURVEY CONTROL KT0734 KT0734 NGVD 29 (??/??/92) 358.573 (m) 1176.42 (f) ADJ UNCH 1 2 KT0734 KT0734.Superseded values are not recommended for survey control. KT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0734.See file dsdata.txt to determine how the superseded data were derived. KT0734 KT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ423833(NAD 83) KT0734_MARKER: DD = SURVEY DISK KT0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0734_STAMPING: H 280 1932 1176 KT0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0734+STABILITY: SURFACE MOTION KT0734 KT0734 HISTORY - Date Condition Report By KT0734 HISTORY - 1932 MONUMENTED USGS KT0734 HISTORY - 1967 GOOD NGS KT0734 KT0734 STATION DESCRIPTION KT0734 KT0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0734'3.1 MI E FROM ELK CREEK. KT0734'3.1 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0734'AT ELK CREEK, AT THE SUMMIT OF A HILL, AT THE CROSSING OF A KT0734'TELEPHONE LINE, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE KT0734'ROAD, 10 1/2 FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 2.6 KT0734'FEET SOUTHWEST OF A FENCE, 2.7 FEET WEST OF A WITNESS POST, KT0734'ABOUT 18 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A KT0734'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0133 *********************************************************************** KT0133 DESIGNATION - H 281 USGS KT0133 PID - KT0133 KT0133 STATE/COUNTY- CA/GLENN KT0133 USGS QUAD - FRUTO (1973) KT0133 KT0133 *CURRENT SURVEY CONTROL KT0133 ___________________________________________________________________ KT0133* NAD 83(1986)- 39 35 57. (N) 122 28 24. (W) SCALED KT0133* NAVD 88 - 223.14 (+/-2cm) 732.1 (feet) VERTCON KT0133 ___________________________________________________________________ KT0133 GEOID HEIGHT- -29.08 (meters) GEOID03 KT0133 KT0133 VERT ORDER - FIRST CLASS II (See Below) KT0133 KT0133.The horizontal coordinates were scaled from a topographic map and have KT0133.an estimated accuracy of +/- 6 seconds. KT0133 KT0133.The NAVD 88 height was computed by applying the VERTCON shift value to KT0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0133.The vertical order pertains to the NGVD 29 superseded value. KT0133 KT0133.The geoid height was determined by GEOID03. KT0133 KT0133; North East Units Estimated Accuracy KT0133;SPC CA 2 - 714,630. 1,959,350. MT (+/- 180 meters Scaled) KT0133 KT0133 SUPERSEDED SURVEY CONTROL KT0133 KT0133 NGVD 29 (??/??/92) 222.314 (m) 729.38 (f) ADJ UNCH 1 2 KT0133 KT0133.Superseded values are not recommended for survey control. KT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0133.See file dsdata.txt to determine how the superseded data were derived. KT0133 KT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ452834(NAD 83) KT0133_MARKER: DD = SURVEY DISK KT0133_SETTING: 30 = CULVERT KT0133_STAMPING: H 281 1932 729 KT0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0133 KT0133 HISTORY - Date Condition Report By KT0133 HISTORY - 1932 MONUMENTED USGS KT0133 HISTORY - 1967 GOOD NGS KT0133 KT0133 STATION DESCRIPTION KT0133 KT0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0133'5 MI E FROM ELK CREEK. KT0133'4.95 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0133'AT ELK CREEK, AT THE CROSSING OF A CREEK, IN THE TOP AND 0.9 KT0133'FOOT EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A KT0133'LARGE CONCRETE ARCH CULVERT, 16 1/2 FEET NORTH OF THE CENTER LINE KT0133'OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0131 *********************************************************************** KT0131 DESIGNATION - H 282 USGS KT0131 PID - KT0131 KT0131 STATE/COUNTY- CA/GLENN KT0131 USGS QUAD - FRUTO (1973) KT0131 KT0131 *CURRENT SURVEY CONTROL KT0131 ___________________________________________________________________ KT0131* NAD 83(1986)- 39 35 12. (N) 122 26 47. (W) SCALED KT0131* NAVD 88 - 185.84 (+/-2cm) 609.7 (feet) VERTCON KT0131 ___________________________________________________________________ KT0131 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0131 KT0131 VERT ORDER - FIRST CLASS II (See Below) KT0131 KT0131.The horizontal coordinates were scaled from a topographic map and have KT0131.an estimated accuracy of +/- 6 seconds. KT0131 KT0131.The NAVD 88 height was computed by applying the VERTCON shift value to KT0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0131.The vertical order pertains to the NGVD 29 superseded value. KT0131 KT0131.The geoid height was determined by GEOID03. KT0131 KT0131; North East Units Estimated Accuracy KT0131;SPC CA 2 - 713,230. 1,961,650. MT (+/- 180 meters Scaled) KT0131 KT0131 SUPERSEDED SURVEY CONTROL KT0131 KT0131 NGVD 29 (??/??/92) 185.019 (m) 607.02 (f) ADJ UNCH 1 2 KT0131 KT0131.Superseded values are not recommended for survey control. KT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0131.See file dsdata.txt to determine how the superseded data were derived. KT0131 KT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ475820(NAD 83) KT0131_MARKER: DD = SURVEY DISK KT0131_SETTING: 36 = FOUNDATION KT0131_STAMPING: H 82 1932 607 KT0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0131 KT0131 HISTORY - Date Condition Report By KT0131 HISTORY - 1932 MONUMENTED USGS KT0131 HISTORY - 1967 GOOD NGS KT0131 KT0131 STATION DESCRIPTION KT0131 KT0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0131'6.7 MI E FROM ELK CREEK. KT0131'6.7 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0131'AT ELK CREEK, AT THE EAST END OF FRUTO, AT THE JUNCTION OF COUNTY KT0131'ROAD 303, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE KT0131'FOUNDATION OF A WELL PUMP WHICH IS INSIDE OF A BUILDING, 107 FEET KT0131'SOUTH OF THE CENTER LINE OF THE ROAD, 10.3 FEET NORTHEAST OF THE KT0131'NORTHWEST CORNER OF THE ABANDONED FRUTO SCHOOL BUILDING, 79 1/2 KT0131'FEET EAST OF THE CENTER LINE OF COUNTY ROAD 303, 0.9 FOOT KT0131'NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT LEVEL KT0131'WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0120 *********************************************************************** KT0120 DESIGNATION - H 285 USGS KT0120 PID - KT0120 KT0120 STATE/COUNTY- CA/GLENN KT0120 USGS QUAD - STONE VALLEY (1969) KT0120 KT0120 *CURRENT SURVEY CONTROL KT0120 ___________________________________________________________________ KT0120* NAD 83(1986)- 39 33 07. (N) 122 21 25. (W) SCALED KT0120* NAVD 88 - 104.78 (+/-2cm) 343.8 (feet) VERTCON KT0120 ___________________________________________________________________ KT0120 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0120 KT0120 VERT ORDER - FIRST CLASS II (See Below) KT0120 KT0120.The horizontal coordinates were scaled from a topographic map and have KT0120.an estimated accuracy of +/- 6 seconds. KT0120 KT0120.The NAVD 88 height was computed by applying the VERTCON shift value to KT0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0120.The vertical order pertains to the NGVD 29 superseded value. KT0120 KT0120.The geoid height was determined by GEOID03. KT0120 KT0120; North East Units Estimated Accuracy KT0120;SPC CA 2 - 709,340. 1,969,320. MT (+/- 180 meters Scaled) KT0120 KT0120 SUPERSEDED SURVEY CONTROL KT0120 KT0120 NGVD 29 (??/??/92) 103.997 (m) 341.20 (f) ADJ UNCH 1 2 KT0120 KT0120.Superseded values are not recommended for survey control. KT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0120.See file dsdata.txt to determine how the superseded data were derived. KT0120 KT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ552782(NAD 83) KT0120_MARKER: DD = SURVEY DISK KT0120_SETTING: 66 = SET IN ROCK OUTCROP KT0120_STAMPING: H 285 1932 341 KT0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0120+STABILITY: POSITION/ELEVATION WELL KT0120 KT0120 HISTORY - Date Condition Report By KT0120 HISTORY - 1932 MONUMENTED USGS KT0120 HISTORY - 1967 GOOD NGS KT0120 KT0120 STATION DESCRIPTION KT0120 KT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0120'8.5 MI W FROM WILLOWS. KT0120'8.5 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS OVER KT0120'INTERSTATE HIGHWAY 5 AT WILLOWS, 0.1 MILE SOUTH OF THE JUNCTION OF KT0120'COUNTY ROAD 302, IN THE TOP OF A 2- BY 4-FOOT OUTCROP PROJECTING KT0120'ABOUT 1/2 FOOT, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 KT0120'FEET SOUTHWEST OF TELEPHONE POLE 278, 27.8 FEET WEST OF A FENCE, KT0120'27.9 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE KT0120'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0465 *********************************************************************** KT0465 DESIGNATION - H 288 USGS KT0465 PID - KT0465 KT0465 STATE/COUNTY- CA/GLENN KT0465 USGS QUAD - LOGAN RIDGE (1973) KT0465 KT0465 *CURRENT SURVEY CONTROL KT0465 ___________________________________________________________________ KT0465* NAD 83(1986)- 39 27 57. (N) 122 18 14. (W) SCALED KT0465* NAVD 88 - 59.85 (+/-2cm) 196.4 (feet) VERTCON KT0465 ___________________________________________________________________ KT0465 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0465 KT0465 VERT ORDER - SECOND CLASS 0 (See Below) KT0465 KT0465.The horizontal coordinates were scaled from a topographic map and have KT0465.an estimated accuracy of +/- 6 seconds. KT0465 KT0465.The NAVD 88 height was computed by applying the VERTCON shift value to KT0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0465.The vertical order pertains to the NGVD 29 superseded value. KT0465 KT0465.The geoid height was determined by GEOID03. KT0465 KT0465; North East Units Estimated Accuracy KT0465;SPC CA 2 - 699,760. 1,973,850. MT (+/- 180 meters Scaled) KT0465 KT0465 SUPERSEDED SURVEY CONTROL KT0465 KT0465 NGVD 29 (??/??/92) 59.086 (m) 193.85 (f) ADJ UNCH 2 0 KT0465 KT0465.Superseded values are not recommended for survey control. KT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0465.See file dsdata.txt to determine how the superseded data were derived. KT0465 KT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ598687(NAD 83) KT0465_MARKER: DD = SURVEY DISK KT0465_SETTING: 66 = SET IN ROCK OUTCROP KT0465_STAMPING: 193 H 288 1932 KT0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0465+STABILITY: POSITION/ELEVATION WELL KT0465 KT0465 HISTORY - Date Condition Report By KT0465 HISTORY - 1932 MONUMENTED USGS KT0465 HISTORY - 1935 GOOD NGS KT0465 KT0465 STATION DESCRIPTION KT0465 KT0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0465'10 MI SW FROM WILLOWS. KT0465'4.0 MILES SOUTH AND 6.0 MILES WEST ALONG THE STONYFORD ROAD KT0465'FROM WILLOWS, GLENN COUNTY, 2.1 MILES NORTHEAST OF GARNETT KT0465'RANCH, 0.3 MILE WEST OF A GATE ACROSS THE ROAD, 47 FEET SOUTH KT0465'OF THE CENTERLINE OF THE ROAD, ON THE NORTH BANK OF A CREEK, 18 KT0465'FEET SOUTH OF A FENCE LINE, AND IN THE TOP OF A PROMINENT ROCK KT0465'LEDGE. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED KT0465'193 H 288 1932. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0461 *********************************************************************** KT0461 DESIGNATION - H 290 USGS KT0461 PID - KT0461 KT0461 STATE/COUNTY- CA/GLENN KT0461 USGS QUAD - LOGAN RIDGE (1973) KT0461 KT0461 *CURRENT SURVEY CONTROL KT0461 ___________________________________________________________________ KT0461* NAD 83(1986)- 39 28 10. (N) 122 21 26. (W) SCALED KT0461* NAVD 88 - 106.35 (+/-2cm) 348.9 (feet) VERTCON KT0461 ___________________________________________________________________ KT0461 GEOID HEIGHT- -29.26 (meters) GEOID03 KT0461 KT0461 VERT ORDER - SECOND CLASS 0 (See Below) KT0461 KT0461.The horizontal coordinates were scaled from a topographic map and have KT0461.an estimated accuracy of +/- 6 seconds. KT0461 KT0461.The NAVD 88 height was computed by applying the VERTCON shift value to KT0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0461.The vertical order pertains to the NGVD 29 superseded value. KT0461 KT0461.The geoid height was determined by GEOID03. KT0461 KT0461; North East Units Estimated Accuracy KT0461;SPC CA 2 - 700,180. 1,969,260. MT (+/- 180 meters Scaled) KT0461 KT0461 SUPERSEDED SURVEY CONTROL KT0461 KT0461 NGVD 29 (??/??/92) 105.563 (m) 346.33 (f) ADJ UNCH 2 0 KT0461 KT0461.Superseded values are not recommended for survey control. KT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0461.See file dsdata.txt to determine how the superseded data were derived. KT0461 KT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ552690(NAD 83) KT0461_MARKER: DD = SURVEY DISK KT0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0461_STAMPING: 346 H 290 1932 KT0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0461+STABILITY: SURFACE MOTION KT0461 KT0461 HISTORY - Date Condition Report By KT0461 HISTORY - 1932 MONUMENTED USGS KT0461 HISTORY - 1935 GOOD NGS KT0461 KT0461 STATION DESCRIPTION KT0461 KT0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0461'13.7 MI SW FROM WILLOWS. KT0461'4.0 MILES SOUTH AND 9.7 MILES WEST ALONG THE STONYFORD ROAD KT0461'FROM WILLOWS, GLENN COUNTY, 1.6 MILES SOUTHWEST OF GARNETT RANCH, KT0461'115 FEET SOUTHWEST OF A CULVERT, ON THE TOP OF A SMALL KNOLL, KT0461'AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD. A UNITED KT0461'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 346 H 290 1932 AND KT0461'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0458 *********************************************************************** KT0458 DESIGNATION - H 291 USGS KT0458 PID - KT0458 KT0458 STATE/COUNTY- CA/GLENN KT0458 USGS QUAD - RAIL CANYON (1989) KT0458 KT0458 *CURRENT SURVEY CONTROL KT0458 ___________________________________________________________________ KT0458* NAD 83(1986)- 39 28 22. (N) 122 24 05. (W) SCALED KT0458* NAVD 88 - 185.01 (+/-2cm) 607.0 (feet) VERTCON KT0458 ___________________________________________________________________ KT0458 GEOID HEIGHT- -29.23 (meters) GEOID03 KT0458 KT0458 VERT ORDER - SECOND CLASS 0 (See Below) KT0458 KT0458.The horizontal coordinates were scaled from a topographic map and have KT0458.an estimated accuracy of +/- 6 seconds. KT0458 KT0458.The NAVD 88 height was computed by applying the VERTCON shift value to KT0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0458.The vertical order pertains to the NGVD 29 superseded value. KT0458 KT0458.The geoid height was determined by GEOID03. KT0458 KT0458; North East Units Estimated Accuracy KT0458;SPC CA 2 - 700,570. 1,965,460. MT (+/- 180 meters Scaled) KT0458 KT0458 SUPERSEDED SURVEY CONTROL KT0458 KT0458 NGVD 29 (??/??/92) 184.205 (m) 604.35 (f) ADJ UNCH 2 0 KT0458 KT0458.Superseded values are not recommended for survey control. KT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0458.See file dsdata.txt to determine how the superseded data were derived. KT0458 KT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ514694(NAD 83) KT0458_MARKER: DD = SURVEY DISK KT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0458_STAMPING: 604 H 291 1932 KT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0458+STABILITY: SURFACE MOTION KT0458 KT0458 HISTORY - Date Condition Report By KT0458 HISTORY - 1932 MONUMENTED USGS KT0458 HISTORY - 1935 GOOD NGS KT0458 KT0458 STATION DESCRIPTION KT0458 KT0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0458'16.4 MI SW FROM WILLOWS. KT0458'4.0 MILES SOUTH AND 12.4 MILES WEST ALONG THE STONYFORD ROAD KT0458'FROM WILLOWS, GLENN COUNTY, 4.3 MILES SOUTHWEST OF GARNETT RANCH, KT0458'160 FEET EAST OF THE JUNCTION OF A FARM ROAD LEADING SOUTH THROUGH KT0458'A GATE, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET KT0458'SOUTH OF A FENCE, AND ON THE TOP OF A BANK ABOUT 4 FEET HIGHER KT0458'THAN THE ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, KT0458'STAMPED 604 H 291 1932 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0454 *********************************************************************** KT0454 DESIGNATION - H 292 USGS KT0454 PID - KT0454 KT0454 STATE/COUNTY- CA/GLENN KT0454 USGS QUAD - RAIL CANYON (1989) KT0454 KT0454 *CURRENT SURVEY CONTROL KT0454 ___________________________________________________________________ KT0454* NAD 83(1986)- 39 28 48. (N) 122 26 00. (W) SCALED KT0454* NAVD 88 - 366.24 (+/-2cm) 1201.6 (feet) VERTCON KT0454 ___________________________________________________________________ KT0454 GEOID HEIGHT- -29.17 (meters) GEOID03 KT0454 KT0454 VERT ORDER - SECOND CLASS 0 (See Below) KT0454 KT0454.The horizontal coordinates were scaled from a topographic map and have KT0454.an estimated accuracy of +/- 6 seconds. KT0454 KT0454.The NAVD 88 height was computed by applying the VERTCON shift value to KT0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0454.The vertical order pertains to the NGVD 29 superseded value. KT0454 KT0454.The geoid height was determined by GEOID03. KT0454 KT0454; North East Units Estimated Accuracy KT0454;SPC CA 2 - 701,380. 1,962,720. MT (+/- 180 meters Scaled) KT0454 KT0454 SUPERSEDED SURVEY CONTROL KT0454 KT0454 NGVD 29 (??/??/92) 365.424 (m) 1198.90 (f) ADJ UNCH 2 0 KT0454 KT0454.Superseded values are not recommended for survey control. KT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0454.See file dsdata.txt to determine how the superseded data were derived. KT0454 KT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ487701(NAD 83) KT0454_MARKER: DD = SURVEY DISK KT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0454_STAMPING: 1198 H 292 1932 KT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0454+STABILITY: SURFACE MOTION KT0454 KT0454 HISTORY - Date Condition Report By KT0454 HISTORY - 1932 MONUMENTED USGS KT0454 HISTORY - 1935 GOOD NGS KT0454 KT0454 STATION DESCRIPTION KT0454 KT0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0454'12.5 MI NE FROM STONYFORD. KT0454'IN GLENN COUNTY, 12.5 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0454'FROM STONYFORD, COLUSA COUNTY, 6.8 MILES SOUTHWEST OF GARNETT KT0454'RANCH, IN A GAP AT A SUMMIT, 23 FEET NORTHWEST OF THE CENTERLINE KT0454'OF THE ROAD, AND 21 FEET NORTHEAST AND 2 FEET SOUTHEAST OF A KT0454'GATE IN A FENCE LINE. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0454'DISK, STAMPED 1198 H 292 1932 AND SET IN THE TOP OF A CONCRETE KT0454'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0450 *********************************************************************** KT0450 DESIGNATION - H 293 USGS KT0450 PID - KT0450 KT0450 STATE/COUNTY- CA/GLENN KT0450 USGS QUAD - RAIL CANYON (1989) KT0450 KT0450 *CURRENT SURVEY CONTROL KT0450 ___________________________________________________________________ KT0450* NAD 83(1986)- 39 27 48. (N) 122 27 07. (W) SCALED KT0450* NAVD 88 - 289.39 (+/-2cm) 949.4 (feet) VERTCON KT0450 ___________________________________________________________________ KT0450 GEOID HEIGHT- -29.14 (meters) GEOID03 KT0450 KT0450 VERT ORDER - SECOND CLASS 0 (See Below) KT0450 KT0450.The horizontal coordinates were scaled from a topographic map and have KT0450.an estimated accuracy of +/- 6 seconds. KT0450 KT0450.The NAVD 88 height was computed by applying the VERTCON shift value to KT0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0450.The vertical order pertains to the NGVD 29 superseded value. KT0450 KT0450.The geoid height was determined by GEOID03. KT0450 KT0450; North East Units Estimated Accuracy KT0450;SPC CA 2 - 699,540. 1,961,110. MT (+/- 180 meters Scaled) KT0450 KT0450 SUPERSEDED SURVEY CONTROL KT0450 KT0450 NGVD 29 (??/??/92) 288.556 (m) 946.70 (f) ADJ UNCH 2 0 KT0450 KT0450.Superseded values are not recommended for survey control. KT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0450.See file dsdata.txt to determine how the superseded data were derived. KT0450 KT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ471683(NAD 83) KT0450_MARKER: DD = SURVEY DISK KT0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0450_STAMPING: 946 H 293 1932 KT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0450+STABILITY: SURFACE MOTION KT0450 KT0450 HISTORY - Date Condition Report By KT0450 HISTORY - UNK MONUMENTED USGS KT0450 HISTORY - 1935 GOOD NGS KT0450 KT0450 STATION DESCRIPTION KT0450 KT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0450'10.5 MI NE FROM STONYFORD. KT0450'IN GLENN COUNTY, 10.5 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0450'FROM STONYFORD, COLUSA COUNTY, 0.4 MILE SOUTHWEST OF NICHOLS RANCH, KT0450'62 FEET WEST OF THE T-JUNCTION OF FENCES, 18 FEET SOUTH OF THE KT0450'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE KT0450'ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED KT0450'946 H 293 1932 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0447 *********************************************************************** KT0447 DESIGNATION - H 294 USGS KT0447 PID - KT0447 KT0447 STATE/COUNTY- CA/GLENN KT0447 USGS QUAD - RAIL CANYON (1989) KT0447 KT0447 *CURRENT SURVEY CONTROL KT0447 ___________________________________________________________________ KT0447* NAD 83(1986)- 39 27 07. (N) 122 27 52. (W) SCALED KT0447* NAVD 88 - 517.93 (+/-2cm) 1699.2 (feet) VERTCON KT0447 ___________________________________________________________________ KT0447 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0447 KT0447 VERT ORDER - SECOND CLASS 0 (See Below) KT0447 KT0447.The horizontal coordinates were scaled from a topographic map and have KT0447.an estimated accuracy of +/- 6 seconds. KT0447 KT0447.The NAVD 88 height was computed by applying the VERTCON shift value to KT0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0447.The vertical order pertains to the NGVD 29 superseded value. KT0447 KT0447.The geoid height was determined by GEOID03. KT0447 KT0447; North East Units Estimated Accuracy KT0447;SPC CA 2 - 698,280. 1,960,030. MT (+/- 180 meters Scaled) KT0447 KT0447 SUPERSEDED SURVEY CONTROL KT0447 KT0447 NGVD 29 (??/??/92) 517.101 (m) 1696.52 (f) ADJ UNCH 2 0 KT0447 KT0447.Superseded values are not recommended for survey control. KT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0447.See file dsdata.txt to determine how the superseded data were derived. KT0447 KT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ460670(NAD 83) KT0447_MARKER: DD = SURVEY DISK KT0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0447_STAMPING: 1696 H 294 1932 KT0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0447+STABILITY: SURFACE MOTION KT0447 KT0447 HISTORY - Date Condition Report By KT0447 HISTORY - 1932 MONUMENTED USGS KT0447 HISTORY - 1941 GOOD NGS KT0447 KT0447 STATION DESCRIPTION KT0447 KT0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941 KT0447'8.5 MI NE FROM STONYFORD. KT0447'IN GLENN COUNTY, 8.5 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0447'FROM STONYFORD, COLUSA COUNTY, AT A SUMMIT, AT AN ANGLE IN THE KT0447'ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 7 FEET KT0447'NORTHWEST OF A DANGER SIGN. A UNITED STATES GEOLOGICAL SURVEY KT0447'STANDARD DISK, STAMPED 1696 H 294 1932 AND SET IN THE TOP OF A KT0447'CONCRETE POST. NOTE-- THE CONCRETE POST IS INTACT, BUT THE KT0447'BRONZE TABLET IS GONE. THIS WAS USED AS AN EXTRA FORESIGHT. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0547 *********************************************************************** KT0547 DESIGNATION - H 301 USGS KT0547 PID - KT0547 KT0547 STATE/COUNTY- CA/COLUSA KT0547 USGS QUAD - GILMORE PEAK (1968) KT0547 KT0547 *CURRENT SURVEY CONTROL KT0547 ___________________________________________________________________ KT0547* NAD 83(1986)- 39 21 06. (N) 122 32 48. (W) SCALED KT0547* NAVD 88 - 377.60 (+/-2cm) 1238.8 (feet) VERTCON KT0547 ___________________________________________________________________ KT0547 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0547 KT0547 VERT ORDER - SECOND CLASS 0 (See Below) KT0547 KT0547.The horizontal coordinates were scaled from a topographic map and have KT0547.an estimated accuracy of +/- 6 seconds. KT0547 KT0547.The NAVD 88 height was computed by applying the VERTCON shift value to KT0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0547.The vertical order pertains to the NGVD 29 superseded value. KT0547 KT0547.The geoid height was determined by GEOID03. KT0547 KT0547; North East Units Estimated Accuracy KT0547;SPC CA 2 - 687,190. 1,952,880. MT (+/- 180 meters Scaled) KT0547 KT0547 SUPERSEDED SURVEY CONTROL KT0547 KT0547 NGVD 29 (??/??/92) 376.760 (m) 1236.09 (f) ADJ UNCH 2 0 KT0547 KT0547.Superseded values are not recommended for survey control. KT0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0547.See file dsdata.txt to determine how the superseded data were derived. KT0547 KT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ390559(NAD 83) KT0547_MARKER: DD = SURVEY DISK KT0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0547_STAMPING: 1932 H 301 1236 KT0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0547+STABILITY: SURFACE MOTION KT0547 KT0547 HISTORY - Date Condition Report By KT0547 HISTORY - 1932 MONUMENTED USGS KT0547 HISTORY - 1935 GOOD NGS KT0547 HISTORY - 20040415 MARK NOT FOUND CADT KT0547 KT0547 STATION DESCRIPTION KT0547 KT0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0547'1.9 MI S FROM STONYFORD. KT0547'1.9 MILES SOUTH ALONG THE HOUGH SPRINGS ROAD FROM THE POST OFFICE KT0547'AT STONYFORD, COLUSA COUNTY, AT THE TOP OF A GRADE, 34 FEET KT0547'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET SOUTHEAST KT0547'OF THE FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD KT0547'DISK, STAMPED 1932 H 301 1236 AND SET IN THE TOP OF A CONCRETE KT0547'POST. KT0547 KT0547 STATION RECOVERY (2004) KT0547 KT0547'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0547'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0741 *********************************************************************** KT0741 DESIGNATION - H 315 USGS KT0741 PID - KT0741 KT0741 STATE/COUNTY- CA/GLENN KT0741 USGS QUAD - CHROME (1968) KT0741 KT0741 *CURRENT SURVEY CONTROL KT0741 ___________________________________________________________________ KT0741* NAD 83(1986)- 39 38 06. (N) 122 31 15. (W) SCALED KT0741* NAVD 88 - 211.24 (+/-2cm) 693.0 (feet) VERTCON KT0741 ___________________________________________________________________ KT0741 GEOID HEIGHT- -29.00 (meters) GEOID03 KT0741 KT0741 VERT ORDER - FIRST CLASS II (See Below) KT0741 KT0741.The horizontal coordinates were scaled from a topographic map and have KT0741.an estimated accuracy of +/- 6 seconds. KT0741 KT0741.The NAVD 88 height was computed by applying the VERTCON shift value to KT0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0741.The vertical order pertains to the NGVD 29 superseded value. KT0741 KT0741.The geoid height was determined by GEOID03. KT0741 KT0741; North East Units Estimated Accuracy KT0741;SPC CA 2 - 718,630. 1,955,290. MT (+/- 180 meters Scaled) KT0741 KT0741 SUPERSEDED SURVEY CONTROL KT0741 KT0741 NGVD 29 (??/??/92) 210.401 (m) 690.29 (f) ADJ UNCH 1 2 KT0741 KT0741.Superseded values are not recommended for survey control. KT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0741.See file dsdata.txt to determine how the superseded data were derived. KT0741 KT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ411873(NAD 83) KT0741_MARKER: DB = BENCH MARK DISK KT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0741_STAMPING: H 315 1932 691 KT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0741+STABILITY: SURFACE MOTION KT0741 KT0741 HISTORY - Date Condition Report By KT0741 HISTORY - 1932 MONUMENTED USGS KT0741 HISTORY - 1967 GOOD NGS KT0741 KT0741 STATION DESCRIPTION KT0741 KT0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0741'2.6 MI N FROM ELK CREEK. KT0741'2.55 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0741'ELK CREEK, ABOUT 800 FEET EAST-SOUTHEAST OF A T JUNCTION POWER KT0741'POLE, IN A NORTH-SOUTH FENCE LINE WHICH IS ALONG THE WEST SIDE KT0741'OF STONY CREEK, 768 FEET EAST OF THE CENTER LINE OF THE ROAD, KT0741'51 FEET NORTH OF THE NORTH END OF A GATE, 26 FEET EAST OF THE KT0741'CENTER LINE OF AN ABANDONED ROAD, 8 1/2 FEET SOUTH OF THE KT0741'EXTENDED CENTER LINE OF A TRACK ROAD WEST TO WAPITI RANCH, 1.5 KT0741'FEET WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT KT0741'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST KT0741'PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0804 *********************************************************************** KT0804 DESIGNATION - H 316 KT0804 PID - KT0804 KT0804 STATE/COUNTY- CA/GLENN KT0804 USGS QUAD - CHROME (1968) KT0804 KT0804 *CURRENT SURVEY CONTROL KT0804 ___________________________________________________________________ KT0804* NAD 83(1986)- 39 39 48. (N) 122 31 33. (W) SCALED KT0804* NAVD 88 - 199.91 (+/-2cm) 655.9 (feet) VERTCON KT0804 ___________________________________________________________________ KT0804 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0804 KT0804 VERT ORDER - FIRST CLASS II (See Below) KT0804 KT0804.The horizontal coordinates were scaled from a topographic map and have KT0804.an estimated accuracy of +/- 6 seconds. KT0804 KT0804.The NAVD 88 height was computed by applying the VERTCON shift value to KT0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0804.The vertical order pertains to the NGVD 29 superseded value. KT0804 KT0804.The geoid height was determined by GEOID03. KT0804 KT0804; North East Units Estimated Accuracy KT0804;SPC CA 2 - 721,780. 1,954,880. MT (+/- 180 meters Scaled) KT0804 KT0804 SUPERSEDED SURVEY CONTROL KT0804 KT0804 NGVD 29 (??/??/92) 199.070 (m) 653.12 (f) ADJ UNCH 1 2 KT0804 KT0804.Superseded values are not recommended for survey control. KT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0804.See file dsdata.txt to determine how the superseded data were derived. KT0804 KT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ406904(NAD 83) KT0804_MARKER: DD = SURVEY DISK KT0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0804_STAMPING: H 316 653 1932 KT0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0804+STABILITY: SURFACE MOTION KT0804 KT0804 HISTORY - Date Condition Report By KT0804 HISTORY - 1932 MONUMENTED USGS KT0804 HISTORY - 1966 GOOD NGS KT0804 KT0804 STATION DESCRIPTION KT0804 KT0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0804'4.5 MI N FROM ELK CREEK. KT0804'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0804'AT ELK CREEK, AT THE JUNCTION OF COUNTY ROAD 307, 44 FEET KT0804'WEST OF THE CENTER LINE OF COUNTY ROAD 306, 69 FEET NORTH OF KT0804'THE CENTER LINE OF COUNTY ROAD 307, 17 FEET NORTH OF THE EAST KT0804'END OF A GATE, 37.60 FEET NORTHEAST OF WINSLOW TRIANGULATION KT0804'STATION, 1.7 FEET EAST OF A FENCE, ABOUT 7 FEET HIGHER THAN KT0804'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0804'0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0809 *********************************************************************** KT0809 DESIGNATION - H 317 USGS KT0809 PID - KT0809 KT0809 STATE/COUNTY- CA/GLENN KT0809 USGS QUAD - CHROME (1968) KT0809 KT0809 *CURRENT SURVEY CONTROL KT0809 ___________________________________________________________________ KT0809* NAD 83(1986)- 39 41 32. (N) 122 32 50. (W) SCALED KT0809* NAVD 88 - 234.40 (+/-2cm) 769.0 (feet) VERTCON KT0809 ___________________________________________________________________ KT0809 GEOID HEIGHT- -28.92 (meters) GEOID03 KT0809 KT0809 VERT ORDER - FIRST CLASS II (See Below) KT0809 KT0809.The horizontal coordinates were scaled from a topographic map and have KT0809.an estimated accuracy of +/- 6 seconds. KT0809 KT0809.The NAVD 88 height was computed by applying the VERTCON shift value to KT0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0809.The vertical order pertains to the NGVD 29 superseded value. KT0809 KT0809.The geoid height was determined by GEOID03. KT0809 KT0809; North East Units Estimated Accuracy KT0809;SPC CA 2 - 725,000. 1,953,060. MT (+/- 180 meters Scaled) KT0809 KT0809 SUPERSEDED SURVEY CONTROL KT0809 KT0809 NGVD 29 (??/??/92) 233.552 (m) 766.25 (f) ADJ UNCH 1 2 KT0809 KT0809.Superseded values are not recommended for survey control. KT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0809.See file dsdata.txt to determine how the superseded data were derived. KT0809 KT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ388936(NAD 83) KT0809_MARKER: DD = SURVEY DISK KT0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0809_STAMPING: H 317 767 1932 KT0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0809+STABILITY: SURFACE MOTION KT0809 KT0809 HISTORY - Date Condition Report By KT0809 HISTORY - 1932 MONUMENTED USGS KT0809 HISTORY - 1966 GOOD NGS KT0809 KT0809 STATION DESCRIPTION KT0809 KT0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0809'7.1 MI N FROM ELK CREEK. KT0809'7.1 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0809'ELK CREEK, 0.15 MILE NORTHWEST OF THE JUNCTION OF A ROAD EAST, KT0809'25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET KT0809'NORTHWEST OF A T JUNCTION FENCE CORNER, 63 FEET SOUTHEAST OF KT0809'A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A FENCE, 1.6 FEET KT0809'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, KT0809'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT KT0809'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0815 *********************************************************************** KT0815 DESIGNATION - H 318 USGS KT0815 PID - KT0815 KT0815 STATE/COUNTY- CA/GLENN KT0815 USGS QUAD - CHROME (1968) KT0815 KT0815 *CURRENT SURVEY CONTROL KT0815 ___________________________________________________________________ KT0815* NAD 83(1986)- 39 43 52. (N) 122 32 58. (W) SCALED KT0815* NAVD 88 - 284.22 (+/-2cm) 932.5 (feet) VERTCON KT0815 ___________________________________________________________________ KT0815 GEOID HEIGHT- -28.90 (meters) GEOID03 KT0815 KT0815 VERT ORDER - FIRST CLASS II (See Below) KT0815 KT0815.The horizontal coordinates were scaled from a topographic map and have KT0815.an estimated accuracy of +/- 6 seconds. KT0815 KT0815.The NAVD 88 height was computed by applying the VERTCON shift value to KT0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0815.The vertical order pertains to the NGVD 29 superseded value. KT0815 KT0815.The geoid height was determined by GEOID03. KT0815 KT0815; North East Units Estimated Accuracy KT0815;SPC CA 2 - 729,310. 1,952,900. MT (+/- 180 meters Scaled) KT0815 KT0815 SUPERSEDED SURVEY CONTROL KT0815 KT0815 NGVD 29 (??/??/92) 283.367 (m) 929.68 (f) ADJ UNCH 1 2 KT0815 KT0815.Superseded values are not recommended for survey control. KT0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0815.See file dsdata.txt to determine how the superseded data were derived. KT0815 KT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ386980(NAD 83) KT0815_MARKER: DD = SURVEY DISK KT0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0815_STAMPING: H 318 930 1932 KT0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0815+STABILITY: SURFACE MOTION KT0815 KT0815 HISTORY - Date Condition Report By KT0815 HISTORY - 1932 MONUMENTED USGS KT0815 HISTORY - 1966 GOOD NGS KT0815 KT0815 STATION DESCRIPTION KT0815 KT0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0815'9.8 MI N FROM ELK CREEK. KT0815'9.85 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0815'AT ELK CREEK, AT CHROME, AT THE SOUTHEAST CORNER OF ABANDONED KT0815'MILLSAP SCHOOL YARD, 56 FEET WEST OF THE CENTER LINE OF THE KT0815'ROAD, 75.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL KT0815'BUILDING, 15 1/2 FEET WEST OF A TELEPHONE POLE WITH A GUY KT0815'WIRE, 11 1/2 FEET WEST OF A FENCE CORNER, 2 1/2 FEET EAST KT0815'OF THE BASE OF A GUY WIRE ANCHOR, 1.0 FOOT SOUTH OF A FENCE, KT0815'1.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, KT0815'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE KT0815'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0818 *********************************************************************** KT0818 DESIGNATION - H 319 USGS KT0818 PID - KT0818 KT0818 STATE/COUNTY- CA/GLENN KT0818 USGS QUAD - NEWVILLE (1973) KT0818 KT0818 *CURRENT SURVEY CONTROL KT0818 ___________________________________________________________________ KT0818* NAD 83(1986)- 39 45 10. (N) 122 31 46. (W) SCALED KT0818* NAVD 88 - 261.11 (+/-2cm) 856.7 (feet) VERTCON KT0818 ___________________________________________________________________ KT0818 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0818 KT0818 VERT ORDER - FIRST CLASS II (See Below) KT0818 KT0818.The horizontal coordinates were scaled from a topographic map and have KT0818.an estimated accuracy of +/- 6 seconds. KT0818 KT0818.The NAVD 88 height was computed by applying the VERTCON shift value to KT0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0818.The vertical order pertains to the NGVD 29 superseded value. KT0818 KT0818.The geoid height was determined by GEOID03. KT0818 KT0818; North East Units Estimated Accuracy KT0818;SPC CA 2 - 731,710. 1,954,630. MT (+/- 180 meters Scaled) KT0818 KT0818 SUPERSEDED SURVEY CONTROL KT0818 KT0818 NGVD 29 (??/??/92) 260.249 (m) 853.83 (f) ADJ UNCH 1 2 KT0818 KT0818.Superseded values are not recommended for survey control. KT0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0818.See file dsdata.txt to determine how the superseded data were derived. KT0818 KT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403004(NAD 83) KT0818_MARKER: DD = SURVEY DISK KT0818_SETTING: 80 = SET IN A BOULDER KT0818_STAMPING: H 319 854 1932 KT0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0818+STABILITY: SURFACE MOTION KT0818 KT0818 HISTORY - Date Condition Report By KT0818 HISTORY - 1932 MONUMENTED USGS KT0818 HISTORY - 1966 GOOD NGS KT0818 KT0818 STATION DESCRIPTION KT0818 KT0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0818'11.8 MI N FROM ELK CREEK. KT0818'11.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0818'ELK CREEK, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD ON THE KT0818'WEST SIDE OF A ROCKY RIDGE (FORMER ALIGNMENT OF ROAD), IN THE KT0818'TOP OF A 4- BY 4-FOOT BOULDER PROJECTING 2 FEET, 23 FEET WEST KT0818'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE NORTH END OF KT0818'A GATE, 3.4 FEET WEST OF A FENCE, 3.6 FEET WEST OF A WITNESS KT0818'POST, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0822 *********************************************************************** KT0822 DESIGNATION - H 320 USGS KT0822 PID - KT0822 KT0822 STATE/COUNTY- CA/GLENN KT0822 USGS QUAD - NEWVILLE (1973) KT0822 KT0822 *CURRENT SURVEY CONTROL KT0822 ___________________________________________________________________ KT0822* NAD 83(1986)- 39 46 31. (N) 122 31 42. (W) SCALED KT0822* NAVD 88 - 247.88 (+/-2cm) 813.3 (feet) VERTCON KT0822 ___________________________________________________________________ KT0822 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0822 KT0822 VERT ORDER - SECOND CLASS 0 (See Below) KT0822 KT0822.The horizontal coordinates were scaled from a topographic map and have KT0822.an estimated accuracy of +/- 6 seconds. KT0822 KT0822.The NAVD 88 height was computed by applying the VERTCON shift value to KT0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0822.The vertical order pertains to the NGVD 29 superseded value. KT0822 KT0822.The geoid height was determined by GEOID03. KT0822 KT0822; North East Units Estimated Accuracy KT0822;SPC CA 2 - 734,210. 1,954,740. MT (+/- 180 meters Scaled) KT0822 KT0822 SUPERSEDED SURVEY CONTROL KT0822 KT0822 NGVD 29 (??/??/92) 247.04 (m) 810.5 (f) COMPUTED 2 0 KT0822 KT0822.Superseded values are not recommended for survey control. KT0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0822.See file dsdata.txt to determine how the superseded data were derived. KT0822 KT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403029(NAD 83) KT0822_MARKER: DD = SURVEY DISK KT0822_SETTING: 80 = SET IN A BOULDER KT0822_STAMPING: H 320 810 1932 KT0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0822+STABILITY: SURFACE MOTION KT0822 KT0822 HISTORY - Date Condition Report By KT0822 HISTORY - 1932 MONUMENTED USGS KT0822 HISTORY - 1935 GOOD NGS KT0822 HISTORY - 1966 MARK NOT FOUND NGS KT0822 KT0822 STATION DESCRIPTION KT0822 KT0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0822'1.4 MI S FROM NEWVILLE. KT0822'1.4 MILES SOUTH ALONG THE ELK CREEK ROAD FROM NEWVILLE, GLENN KT0822'COUNTY, 40 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AT KT0822'A DRAIN, AND IN THE TOP OF A LARGE BOULDER MARKED U.S. 810 KT0822'PBM. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED KT0822'H 320 810 1932. KT0822 KT0822 STATION RECOVERY (1966) KT0822 KT0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0822'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0826 *********************************************************************** KT0826 DESIGNATION - H 321 USGS KT0826 PID - KT0826 KT0826 STATE/COUNTY- CA/GLENN KT0826 USGS QUAD - NEWVILLE (1973) KT0826 KT0826 *CURRENT SURVEY CONTROL KT0826 ___________________________________________________________________ KT0826* NAD 83(1986)- 39 47 51. (N) 122 33 04. (W) SCALED KT0826* NAVD 88 - 209.94 (+/-2cm) 688.8 (feet) VERTCON KT0826 ___________________________________________________________________ KT0826 GEOID HEIGHT- -28.92 (meters) GEOID03 KT0826 KT0826 VERT ORDER - SECOND CLASS 0 (See Below) KT0826 KT0826.The horizontal coordinates were scaled from a topographic map and have KT0826.an estimated accuracy of +/- 6 seconds. KT0826 KT0826.The NAVD 88 height was computed by applying the VERTCON shift value to KT0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0826.The vertical order pertains to the NGVD 29 superseded value. KT0826 KT0826.The geoid height was determined by GEOID03. KT0826 KT0826; North East Units Estimated Accuracy KT0826;SPC CA 2 - 736,690. 1,952,800. MT (+/- 180 meters Scaled) KT0826 KT0826 SUPERSEDED SURVEY CONTROL KT0826 KT0826 NGVD 29 (??/??/92) 209.09 (m) 686.0 (f) COMPUTED 2 0 KT0826 KT0826.Superseded values are not recommended for survey control. KT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0826.See file dsdata.txt to determine how the superseded data were derived. KT0826 KT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK384053(NAD 83) KT0826_MARKER: DD = SURVEY DISK KT0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0826_STAMPING: H 321 686 1932 KT0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0826+STABILITY: SURFACE MOTION KT0826 KT0826 HISTORY - Date Condition Report By KT0826 HISTORY - 1932 MONUMENTED USGS KT0826 HISTORY - 1935 GOOD NGS KT0826 HISTORY - 1966 MARK NOT FOUND NGS KT0826 KT0826 STATION DESCRIPTION KT0826 KT0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KT0826'1.3 MI N FROM NEWVILLE. KT0826'1.3 MILES NORTH ALONG THE PASKENTA ROAD FROM NEWVILLE, GLENN KT0826'COUNTY, AT THE TOP OF A SMALL RISE, 28 FEET SOUTHWEST OF THE KT0826'ROAD, AND 1.5 FEET NORTHEAST OF A FENCE LINE. A UNITED STATES KT0826'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 321 868 1932 AND KT0826'SET IN THE TOP OF A CONCRETE POST. KT0826 KT0826 STATION RECOVERY (1966) KT0826 KT0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0826'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0833 *********************************************************************** KT0833 DESIGNATION - H 322 USGS KT0833 PID - KT0833 KT0833 STATE/COUNTY- CA/TEHAMA KT0833 USGS QUAD - NEWVILLE (1973) KT0833 KT0833 *CURRENT SURVEY CONTROL KT0833 ___________________________________________________________________ KT0833* NAD 83(1986)- 39 48 58. (N) 122 34 12. (W) SCALED KT0833* NAVD 88 - 211.85 (+/-2cm) 695.0 (feet) VERTCON KT0833 ___________________________________________________________________ KT0833 GEOID HEIGHT- -28.86 (meters) GEOID03 KT0833 KT0833 VERT ORDER - FIRST CLASS II (See Below) KT0833 KT0833.The horizontal coordinates were scaled from a topographic map and have KT0833.an estimated accuracy of +/- 6 seconds. KT0833 KT0833.The NAVD 88 height was computed by applying the VERTCON shift value to KT0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0833.The vertical order pertains to the NGVD 29 superseded value. KT0833 KT0833.The geoid height was determined by GEOID03. KT0833 KT0833; North East Units Estimated Accuracy KT0833;SPC CA 1 - 553,770. 1,951,190. MT (+/- 180 meters Scaled) KT0833 KT0833 SUPERSEDED SURVEY CONTROL KT0833 KT0833 NGVD 29 (??/??/92) 210.994 (m) 692.24 (f) ADJ UNCH 1 2 KT0833 KT0833.Superseded values are not recommended for survey control. KT0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0833.See file dsdata.txt to determine how the superseded data were derived. KT0833 KT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK368074(NAD 83) KT0833_MARKER: DD = SURVEY DISK KT0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0833_STAMPING: H 322 692 1932 KT0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0833+STABILITY: SURFACE MOTION KT0833 KT0833 HISTORY - Date Condition Report By KT0833 HISTORY - 1932 MONUMENTED USGS KT0833 HISTORY - 1966 GOOD NGS KT0833 KT0833 STATION DESCRIPTION KT0833 KT0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0833'6.3 MI SW FROM PASKENTA. KT0833'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0833'AT PASKENTA, THENCE 2.4 MILES SOUTH ALONG GARLAND ROAD, 0.05 KT0833'MILE SOUTH OF THE SOUTH END OF A WOODEN BRIDGE, 48 FEET EAST KT0833'OF THE CENTER LINE OF THE ROAD, 27.4 FEET EAST OF A FENCE, 1.4 KT0833'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, KT0833'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT KT0833'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0098 *********************************************************************** KT0098 DESIGNATION - H 343 USGS KT0098 PID - KT0098 KT0098 STATE/COUNTY- CA/GLENN KT0098 USGS QUAD - BLACK BUTTE DAM (1973) KT0098 KT0098 *CURRENT SURVEY CONTROL KT0098 ___________________________________________________________________ KT0098* NAD 83(1986)- 39 46 52. (N) 122 22 12. (W) SCALED KT0098* NAVD 88 - 133.80 (+/-2cm) 439.0 (feet) VERTCON KT0098 ___________________________________________________________________ KT0098 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0098 KT0098 VERT ORDER - SECOND CLASS 0 (See Below) KT0098 KT0098.The horizontal coordinates were scaled from a topographic map and have KT0098.an estimated accuracy of +/- 6 seconds. KT0098 KT0098.The NAVD 88 height was computed by applying the VERTCON shift value to KT0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0098.The vertical order pertains to the NGVD 29 superseded value. KT0098 KT0098.The geoid height was determined by GEOID03. KT0098 KT0098; North East Units Estimated Accuracy KT0098;SPC CA 2 - 734,790. 1,968,300. MT (+/- 180 meters Scaled) KT0098 KT0098 SUPERSEDED SURVEY CONTROL KT0098 KT0098 NGVD 29 (??/??/92) 133.004 (m) 436.36 (f) ADJ UNCH 2 0 KT0098 KT0098.Superseded values are not recommended for survey control. KT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0098.See file dsdata.txt to determine how the superseded data were derived. KT0098 KT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK539036(NAD 83) KT0098_MARKER: DB = BENCH MARK DISK KT0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0098_STAMPING: H 343 436 1932 KT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0098+STABILITY: SURFACE MOTION KT0098 KT0098 HISTORY - Date Condition Report By KT0098 HISTORY - 1932 MONUMENTED USGS KT0098 HISTORY - 1949 GOOD NGS KT0098 KT0098 STATION DESCRIPTION KT0098 KT0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0098'11.1 MI NW FROM ORLAND. KT0098'11.1 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0098'PACIFIC CO. RAILROAD STATION AT ORLAND, 0.6 MILE WEST OF THE WEST KT0098'END OF THE BRIDGE OVER STONY CREEK, 0.2 MILE NORTH OF A LARGE KT0098'RANCHHOUSE, ON THE OUTSIDE OF A LONG CURVE, 136 FEET SOUTHWEST OF KT0098'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 45 FEET NORTH OF KT0098'AN 18-INCH OAK TREE, 34 1/2 FEET WEST OF THE CENTER LINE OF THE KT0098'ROAD, 24 FEET NORTH OF A FENCE CORNER POST, 8 FEET WEST OF THE KT0098'WEST BANK OF A BORROW PIT, 1.0 FOOT NORTH OF A WITNESS POST, AND KT0098'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE KT0098'GROUND. THIS MARK IS 17.3 MILES SOUTH ALONG A ROAD AND A KT0098'TRAIL FROM HENLEYVILLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0213 *********************************************************************** KT0213 DESIGNATION - H 348 USGS KT0213 PID - KT0213 KT0213 STATE/COUNTY- CA/GLENN KT0213 USGS QUAD - KIRKWOOD (1969) KT0213 KT0213 *CURRENT SURVEY CONTROL KT0213 ___________________________________________________________________ KT0213* NAD 83(1986)- 39 45 24. (N) 122 13 12. (W) SCALED KT0213* NAVD 88 - 84.69 (+/-2cm) 277.9 (feet) VERTCON KT0213 ___________________________________________________________________ KT0213 GEOID HEIGHT- -28.60 (meters) GEOID03 KT0213 KT0213 VERT ORDER - SECOND CLASS 0 (See Below) KT0213 KT0213.The horizontal coordinates were scaled from a topographic map and have KT0213.an estimated accuracy of +/- 6 seconds. KT0213 KT0213.The NAVD 88 height was computed by applying the VERTCON shift value to KT0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0213.The vertical order pertains to the NGVD 29 superseded value. KT0213 KT0213.The geoid height was determined by GEOID03. KT0213 KT0213; North East Units Estimated Accuracy KT0213;SPC CA 2 - 732,030. 1,981,150. MT (+/- 180 meters Scaled) KT0213 KT0213 SUPERSEDED SURVEY CONTROL KT0213 KT0213 NGVD 29 (??/??/92) 83.935 (m) 275.38 (f) ADJ UNCH 2 0 KT0213 KT0213.Superseded values are not recommended for survey control. KT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0213.See file dsdata.txt to determine how the superseded data were derived. KT0213 KT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK668010(NAD 83) KT0213_MARKER: DB = BENCH MARK DISK KT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0213_STAMPING: H 348 275 1932 KT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0213+STABILITY: SURFACE MOTION KT0213 KT0213 HISTORY - Date Condition Report By KT0213 HISTORY - 1932 MONUMENTED USGS KT0213 HISTORY - 1949 GOOD NGS KT0213 KT0213 STATION DESCRIPTION KT0213 KT0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0213'1.6 MI NW FROM ORLAND. KT0213'1.6 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0213'PACIFIC CO. RAILROAD STATION AT ORLAND, 67 1/2 FEET SOUTHEAST OF KT0213'THE NORTHEAST END OF A CHECKGATE ON SOUTH CANAL, 59 FEET SOUTH KT0213'OF THE CENTER OF THE T JUNCTION OF A ROAD LEADING NORTH, 40 FEET KT0213'SOUTHWEST OF THE CENTER LINE OF THE NEWVILLE ROAD, 19 1/2 FEET KT0213'WEST OF A COMBINATION POWER LINE AND TELEPHONE POLE, 3 FEET KT0213'NORTHEAST OF THE NORTHEAST CONCRETE WALL OF THE CANAL, 1.4 FEET KT0213'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, KT0213'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE KT0213'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0187 *********************************************************************** KT0187 DESIGNATION - H 349 USGS KT0187 PID - KT0187 KT0187 STATE/COUNTY- CA/GLENN KT0187 USGS QUAD - ORLAND (1978) KT0187 KT0187 *CURRENT SURVEY CONTROL KT0187 ___________________________________________________________________ KT0187* NAD 83(1986)- 39 44 51. (N) 122 11 49. (W) SCALED KT0187* NAVD 88 - 79.06 (+/-2cm) 259.4 (feet) VERTCON KT0187 ___________________________________________________________________ KT0187 GEOID HEIGHT- -28.53 (meters) GEOID03 KT0187 KT0187 VERT ORDER - FIRST CLASS II (See Below) KT0187 KT0187.The horizontal coordinates were scaled from a topographic map and have KT0187.an estimated accuracy of +/- 6 seconds. KT0187 KT0187.The NAVD 88 height was computed by applying the VERTCON shift value to KT0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0187.The vertical order pertains to the NGVD 29 superseded value. KT0187 KT0187.The geoid height was determined by GEOID03. KT0187 KT0187; North East Units Estimated Accuracy KT0187;SPC CA 2 - 731,010. 1,983,120. MT (+/- 180 meters Scaled) KT0187 KT0187 SUPERSEDED SURVEY CONTROL KT0187 KT0187 NGVD 29 (??/??/92) 78.308 (m) 256.92 (f) ADJ UNCH 1 2 KT0187 KT0187.Superseded values are not recommended for survey control. KT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0187.See file dsdata.txt to determine how the superseded data were derived. KT0187 KT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK688000(NAD 83) KT0187_MARKER: DB = BENCH MARK DISK KT0187_SETTING: 36 = BUILDING KT0187_STAMPING: H 349 257 1932 KT0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0187+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002 KT0187 KT0187 HISTORY - Date Condition Report By KT0187 HISTORY - 1932 MONUMENTED USGS KT0187 HISTORY - 1949 GOOD NGS KT0187 HISTORY - 20021130 GOOD INDIV KT0187 KT0187 STATION DESCRIPTION KT0187 KT0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0187'AT ORLAND. KT0187'AT THE ORLAND POLICE STATION, AT THE CORNER OF 5TH AND WALKER KT0187'STREETS, 40.5 FEET SOUTH OF THE CENTER LINE OF WALKER STREET, KT0187'2.5 FEET EAST OF THE NORTHWEST CORNER OF THE POLICE STATION KT0187'BUILDING, 2.2 FEET WEST OF THE ENTRANCE TO THE POLICE COURT, KT0187'AND SET VERTICALLY 0.9 FOOT ABOVE THE GROUND. KT0187 KT0187 STATION RECOVERY (2002) KT0187 KT0187'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT) KT0187'DESCRIPTION ADEQUATE WITH FOLLOWING UPDATES - BUILDING IS NOW FARM KT0187'BUREAU OFFICE (501 WALKER). DISK IS RECESSED IN A SQUARE OPENING IN KT0187'BRICK ABOUT 10 INCHES THICK APPLIED TO LOWER PART OF BUILDING, KT0187'SIDEWALK DIRECTLY BELOW DISK IS MARKED WITH A CHISELED TRIANGLE. KT0187'GPS OBS. WITH A HANDHELD GARMIN ETREX SHOWED N 39 44 50.6 W 122 11 KT0187'44.9 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0345 *********************************************************************** KT0345 DESIGNATION - H 381 KT0345 PID - KT0345 KT0345 STATE/COUNTY- CA/GLENN KT0345 USGS QUAD - LOGANDALE (1973) KT0345 KT0345 *CURRENT SURVEY CONTROL KT0345 ___________________________________________________________________ KT0345* NAD 83(1986)- 39 24 26. (N) 122 12 55. (W) SCALED KT0345* NAVD 88 - 32.90 (+/-2cm) 107.9 (feet) VERTCON KT0345 ___________________________________________________________________ KT0345 GEOID HEIGHT- -29.28 (meters) GEOID03 KT0345 KT0345 VERT ORDER - SECOND CLASS 0 (See Below) KT0345 KT0345.The horizontal coordinates were scaled from a topographic map and have KT0345.an estimated accuracy of +/- 6 seconds. KT0345 KT0345.The NAVD 88 height was computed by applying the VERTCON shift value to KT0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0345.The vertical order pertains to the NGVD 29 superseded value. KT0345 KT0345.The geoid height was determined by GEOID03. KT0345 KT0345; North East Units Estimated Accuracy KT0345;SPC CA 2 - 693,240. 1,981,460. MT (+/- 180 meters Scaled) KT0345 KT0345 SUPERSEDED SURVEY CONTROL KT0345 KT0345 NGVD 29 (??/??/92) 32.153 (m) 105.49 (f) ADJ UNCH 2 0 KT0345 KT0345.Superseded values are not recommended for survey control. KT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0345.See file dsdata.txt to determine how the superseded data were derived. KT0345 KT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ675622(NAD 83) KT0345_MARKER: DB = BENCH MARK DISK KT0345_SETTING: 30 = CULVERT KT0345_STAMPING: H 381 1949 KT0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0345 KT0345 HISTORY - Date Condition Report By KT0345 HISTORY - 1949 MONUMENTED CGS KT0345 KT0345 STATION DESCRIPTION KT0345 KT0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0345'1.2 MI W FROM NORMAN. KT0345'1.2 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO. KT0345'RAILROAD STATION SIGN AT NORMAN, 0.25 MILE WEST OF THE JUNCTION KT0345'OF A DRIVEWAY LEADING NORTH TO A FARMHOUSE, AT A LARGE CONCRETE KT0345'CULVERT OVER A SMALL CREEK, IN THE TOP OF THE NORTH HEAD WALL, KT0345'5.4 FEET WEST OF THE EAST END, 17 FEET NORTH OF THE CENTERLINE KT0345'OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1154 *********************************************************************** KS1154 DESIGNATION - H 847 KS1154 PID - KS1154 KS1154 STATE/COUNTY- CA/BUTTE KS1154 USGS QUAD - SHIPPEE (1969) KS1154 KS1154 *CURRENT SURVEY CONTROL KS1154 ___________________________________________________________________ KS1154* NAD 83(1986)- 39 32 50. (N) 121 41 55. (W) SCALED KS1154* NAVD 88 - 41.54 (+/-2cm) 136.3 (feet) VERTCON KS1154 ___________________________________________________________________ KS1154 GEOID HEIGHT- -27.77 (meters) GEOID03 KS1154 KS1154 VERT ORDER - FIRST CLASS II (See Below) KS1154 KS1154.The horizontal coordinates were scaled from a topographic map and have KS1154.an estimated accuracy of +/- 6 seconds. KS1154 KS1154.The NAVD 88 height was computed by applying the VERTCON shift value to KS1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1154.The vertical order pertains to the NGVD 29 superseded value. KS1154 KS1154.The geoid height was determined by GEOID03. KS1154 KS1154; North East Units Estimated Accuracy KS1154;SPC CA 2 - 708,800. 2,025,910. MT (+/- 180 meters Scaled) KS1154 KS1154 SUPERSEDED SURVEY CONTROL KS1154 KS1154 NGVD 29 (??/??/??) 40.833 (m) 133.97 (f) ADJUSTED 1 2 KS1154 KS1154.Superseded values are not recommended for survey control. KS1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1154.See file dsdata.txt to determine how the superseded data were derived. KS1154 KS1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ118783(NAD 83) KS1154_MARKER: DB = BENCH MARK DISK KS1154_SETTING: 36 = BRIDGE KS1154_STAMPING: H 847 1948 KS1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1154 KS1154 HISTORY - Date Condition Report By KS1154 HISTORY - 1948 MONUMENTED CGS KS1154 HISTORY - 20040324 MARK NOT FOUND CADT KS1154 KS1154 STATION DESCRIPTION KS1154 KS1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1154'3.6 MI NW FROM OROVILLE JUNCTION. KS1154'3.6 MILES NORTHWEST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1154'OROVILLE JUNCTION, ABOUT 1.0 MILE SOUTHEAST OF RAMADA, ABOUT KS1154'9 POLES SOUTHEAST OF MILEPOST 169, AT RAILROAD BRIDGE 168.70, KS1154'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WING KS1154'WALL, 4.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT LEVEL KS1154'WITH THE TRACK. KS1154 KS1154 STATION RECOVERY (2004) KS1154 KS1154'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1154'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1087 *********************************************************************** KS1087 DESIGNATION - H 848 KS1087 PID - KS1087 KS1087 STATE/COUNTY- CA/BUTTE KS1087 USGS QUAD - NORD (1969) KS1087 KS1087 *CURRENT SURVEY CONTROL KS1087 ___________________________________________________________________ KS1087* NAD 83(1986)- 39 46 02. (N) 121 56 16. (W) SCALED KS1087* NAVD 88 - 44.673 (meters) 146.56 (feet) ADJUSTED KS1087 ___________________________________________________________________ KS1087 GEOID HEIGHT- -27.63 (meters) GEOID03 KS1087 DYNAMIC HT - 44.651 (meters) 146.49 (feet) COMP KS1087 MODELED GRAV- 980,132.9 (mgal) NAVD 88 KS1087 KS1087 VERT ORDER - FIRST CLASS II KS1087 KS1087.The horizontal coordinates were scaled from a topographic map and have KS1087.an estimated accuracy of +/- 6 seconds. KS1087 KS1087.The orthometric height was determined by differential leveling KS1087.and adjusted by the National Geodetic Survey in June 1991. KS1087 KS1087.The geoid height was determined by GEOID03. KS1087 KS1087.The dynamic height is computed by dividing the NAVD 88 KS1087.geopotential number by the normal gravity value computed on the KS1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1087.degrees latitude (g = 980.6199 gals.). KS1087 KS1087.The modeled gravity was interpolated from observed gravity values. KS1087 KS1087; North East Units Estimated Accuracy KS1087;SPC CA 2 - 733,180. 2,005,330. MT (+/- 180 meters Scaled) KS1087 KS1087 SUPERSEDED SURVEY CONTROL KS1087 KS1087 NGVD 29 (??/??/??) 43.956 (m) 144.21 (f) ADJUSTED 1 2 KS1087 KS1087.Superseded values are not recommended for survey control. KS1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1087.See file dsdata.txt to determine how the superseded data were derived. KS1087 KS1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK909024(NAD 83) KS1087_MARKER: DB = BENCH MARK DISK KS1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1087_STAMPING: H 848 1948 KS1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1087+STABILITY: SURFACE MOTION KS1087 KS1087 HISTORY - Date Condition Report By KS1087 HISTORY - 1948 MONUMENTED CGS KS1087 HISTORY - 20040324 MARK NOT FOUND CADT KS1087 KS1087 STATION DESCRIPTION KS1087 KS1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1087'5.9 MI NW FROM CHICO. KS1087'ABOUT 5.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1087'FROM THE STATION AT CHICO, ABOUT 1 1/2 POLES SOUTH OF MILEPOST KS1087'NO. 190, AT A JOG IN A TELEPHONE LINE AND IN A FENCE CORNER, KS1087'93.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 51.7 FEET KS1087'WEST OF A CORNER FENCE POST, 27.8 FEET WEST OF TELEPHONE POLE KS1087'NO. 237, 3.0 FEET EAST OF A T FENCE CORNER, SET IN THE TOP OF KS1087'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. WITNESS KS1087'POST SET 2.6 FEET EAST OF THE STATION. KS1087 KS1087 STATION RECOVERY (2004) KS1087 KS1087'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1087'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0153 *********************************************************************** KT0153 DESIGNATION - H 852 KT0153 PID - KT0153 KT0153 STATE/COUNTY- CA/GLENN KT0153 USGS QUAD - ORLAND (1978) KT0153 KT0153 *CURRENT SURVEY CONTROL KT0153 ___________________________________________________________________ KT0153* NAD 83(1986)- 39 41 51. (N) 122 14 02. (W) SCALED KT0153* NAVD 88 - 69.73 (+/-2cm) 228.8 (feet) VERTCON KT0153 ___________________________________________________________________ KT0153 GEOID HEIGHT- -28.71 (meters) GEOID03 KT0153 KT0153 VERT ORDER - FIRST CLASS II (See Below) KT0153 KT0153.The horizontal coordinates were scaled from a topographic map and have KT0153.an estimated accuracy of +/- 6 seconds. KT0153 KT0153.The NAVD 88 height was computed by applying the VERTCON shift value to KT0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0153.The vertical order pertains to the NGVD 29 superseded value. KT0153 KT0153.The geoid height was determined by GEOID03. KT0153 KT0153; North East Units Estimated Accuracy KT0153;SPC CA 2 - 725,470. 1,979,940. MT (+/- 180 meters Scaled) KT0153 KT0153 SUPERSEDED SURVEY CONTROL KT0153 KT0153 NGVD 29 (??/??/92) 68.975 (m) 226.30 (f) ADJ UNCH 1 2 KT0153 KT0153.Superseded values are not recommended for survey control. KT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0153.See file dsdata.txt to determine how the superseded data were derived. KT0153 KT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ656944(NAD 83) KT0153_MARKER: DB = BENCH MARK DISK KT0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0153_STAMPING: H 852 1949 KT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0153+STABILITY: SURFACE MOTION KT0153 KT0153 HISTORY - Date Condition Report By KT0153 HISTORY - 1949 MONUMENTED CGS KT0153 KT0153 STATION DESCRIPTION KT0153 KT0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0153'5.3 MI S FROM ORLAND. KT0153'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0153'STATION AT ORLAND, THENCE 2 MILES WEST ALONG COUNTY ROAD NO. 25, KT0153'AT A T INTERSECTION, 49 FEET SOUTHEAST OF THE INTERSECTION OF KT0153'THE CENTER LINES OF THE ROADS, 22.4 FEET WEST OF A FENCE CORNER, KT0153'3 FEET NORTHEAST OF A WINTESS POST, 2.6 FEET NORTH OF A FENCE KT0153'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT KT0153'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0888 *********************************************************************** KS0888 DESIGNATION - H 853 KS0888 PID - KS0888 KS0888 STATE/COUNTY- CA/BUTTE KS0888 USGS QUAD - BIGGS (1970) KS0888 KS0888 *CURRENT SURVEY CONTROL KS0888 ___________________________________________________________________ KS0888* NAD 83(1986)- 39 28 45. (N) 121 44 14. (W) SCALED KS0888* NAVD 88 - 31.970 (meters) 104.89 (feet) ADJUSTED KS0888 ___________________________________________________________________ KS0888 GEOID HEIGHT- -28.07 (meters) GEOID03 KS0888 DYNAMIC HT - 31.953 (meters) 104.83 (feet) COMP KS0888 MODELED GRAV- 980,102.4 (mgal) NAVD 88 KS0888 KS0888 VERT ORDER - FIRST CLASS II KS0888 KS0888.The horizontal coordinates were scaled from a topographic map and have KS0888.an estimated accuracy of +/- 6 seconds. KS0888 KS0888.The orthometric height was determined by differential leveling KS0888.and adjusted by the National Geodetic Survey in June 1991. KS0888 KS0888.The geoid height was determined by GEOID03. KS0888 KS0888.The dynamic height is computed by dividing the NAVD 88 KS0888.geopotential number by the normal gravity value computed on the KS0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0888.degrees latitude (g = 980.6199 gals.). KS0888 KS0888.The modeled gravity was interpolated from observed gravity values. KS0888 KS0888; North East Units Estimated Accuracy KS0888;SPC CA 2 - 701,230. 2,022,610. MT (+/- 180 meters Scaled) KS0888 KS0888 SUPERSEDED SURVEY CONTROL KS0888 KS0888 NGVD 29 (??/??/??) 31.264 (m) 102.57 (f) ADJUSTED 1 2 KS0888 KS0888.Superseded values are not recommended for survey control. KS0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0888.See file dsdata.txt to determine how the superseded data were derived. KS0888 KS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ086707(NAD 83) KS0888_MARKER: DB = BENCH MARK DISK KS0888_SETTING: 32 = HEADWALL KS0888_STAMPING: H 853 1949 KS0888_MARK LOGO: CGS KS0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0888+STABILITY: SURFACE MOTION KS0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0888+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS0888 KS0888 HISTORY - Date Condition Report By KS0888 HISTORY - 1949 MONUMENTED CGS KS0888 HISTORY - 19880804 GOOD NGS KS0888 HISTORY - 20040322 GOOD CADT KS0888 KS0888 STATION DESCRIPTION KS0888 KS0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0888'1.3 MI S FROM RICHVALE. KS0888'1.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0888'STATION AT RICHVALE, AT A LARGE CONCRETE CULVERT OVER AN KS0888'IRRIGATION CANAL, IN THE TOP OF THE NORTH END OF THE WEST HEAD KS0888'WALL, 28 FEET WEST OF THE WEST RAIL, AND ABOUT 6 FEET LOWER THAN KS0888'THE TRACK. KS0888 KS0888 STATION RECOVERY (1988) KS0888 KS0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0888'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.7 KM KS0888'(1.05 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0888'JUNCTION OF RICHVALE HIGHWAY IN RICHVALE. ADD--0.5 M (1.6 FT) SOUTH KS0888'OF THE NORTH END OF THE HEADWALL. KS0888 KS0888 STATION RECOVERY (2004) KS0888 KS0888'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS0888'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT1807 *********************************************************************** 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(1992)- 39 44 39.72932(N) 122 01 14.03733(W) ADJUSTED KT1807* NAVD 88 - 47.9 (meters) 157. (feet) GPS OBS KT1807 ___________________________________________________________________ KT1807 EPOCH DATE - 1991.35 KT1807 X - -2,603,885.198 (meters) COMP KT1807 Y - -4,163,760.961 (meters) COMP KT1807 Z - 4,056,214.904 (meters) COMP KT1807 LAPLACE CORR- 6.54 (seconds) DEFLEC99 KT1807 ELLIP HEIGHT- 19.99 (meters) (06/02/98) GPS OBS KT1807 GEOID HEIGHT- -27.93 (meters) GEOID03 KT1807 KT1807 HORZ ORDER - FIRST KT1807 ELLP ORDER - FOURTH CLASS II KT1807 KT1807.The horizontal coordinates were established by GPS observations KT1807.and adjusted by the National Geodetic Survey in June 1998. 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. 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 - 730,643.606 1,998,237.299 MT 0.99998090 -0 00 46.7 KT1807;SPC CA 2 - 2,397,119.90 6,555,883.54 sFT 0.99998090 -0 00 46.7 KT1807;SPC CA 1 - 545,642.640 1,998,237.134 MT 1.00007416 -0 00 48.4 KT1807;SPC CA 1 - 1,790,162.56 6,555,883.00 sFT 1.00007416 -0 00 48.4 KT1807;UTM 10 - 4,399,843.938 583,915.875 MT 0.99968669 +0 37 34.5 KT1807 KT1807! - Elev Factor x Scale Factor = Combined Factor KT1807!SPC CA 2 - 0.99999686 x 0.99998090 = 0.99997776 KT1807!SPC CA 1 - 0.99999686 x 1.00007416 = 1.00007102 KT1807!UTM 10 - 0.99999686 x 0.99968669 = 0.99968355 KT1807 KT1807: Primary Azimuth Mark Grid Az KT1807:SPC CA 2 - HAMILTON AZ MK 273 13 16.3 KT1807:SPC CA 1 - HAMILTON AZ MK 273 13 18.0 KT1807:UTM 10 - HAMILTON AZ MK 272 34 55.1 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 0874434.2 | KT1807| KT1805 HAMILTON CITY MUNICIPAL TANK APPROX. 1.1 KM 1234008.1 | KT1807| KT1808 HAMILTON CITY HOLLY SUGAR STK APPROX. 1.3 KM 1270550.4 | KT1807| DB5146 HAMILTON AZ MK 2731229.6 | KT1807| DB5148 HAMILTON RM 2 25.655 METERS 33555 | KT1807|---------------------------------------------------------------------| KT1807 KT1807 SUPERSEDED SURVEY CONTROL KT1807 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_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 - April 12, 1995 KT1807 KT1807 HISTORY - Date Condition Report By KT1807 HISTORY - 1939 MONUMENTED CGS KT1807 HISTORY - 1962 SEE DESCRIPTION CASLC KT1807 HISTORY - 19950412 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS2041 *********************************************************************** KS2041 DESIGNATION - HPGN D CA 03 JG KS2041 PID - KS2041 KS2041 STATE/COUNTY- CA/BUTTE KS2041 USGS QUAD - BIGGS (1970) KS2041 KS2041 *CURRENT SURVEY CONTROL KS2041 ___________________________________________________________________ KS2041* NAD 83(1992)- 39 25 16.35722(N) 121 43 16.75717(W) ADJUSTED KS2041* NAVD 88 - 29.28 (meters) 96.1 (feet) LEVELING KS2041 ___________________________________________________________________ KS2041 EPOCH DATE - 1991.35 KS2041 X - -2,594,116.166 (meters) COMP KS2041 Y - -4,196,738.017 (meters) COMP KS2041 Z - 4,028,550.507 (meters) COMP KS2041 LAPLACE CORR- 1.81 (seconds) DEFLEC99 KS2041 ELLIP HEIGHT- 1.02 (meters) (09/16/94) GPS OBS KS2041 GEOID HEIGHT- -28.29 (meters) GEOID03 KS2041 KS2041 HORZ ORDER - FIRST KS2041 VERT ORDER - THIRD ? KS2041 ELLP ORDER - FOURTH CLASS II KS2041 KS2041.The horizontal coordinates were established by GPS observations KS2041.and adjusted by the National Geodetic Survey in September 1994. KS2041.The horizontal coordinates are valid at the epoch date displayed above. KS2041.The epoch date for horizontal control is a decimal equivalence KS2041.of Year/Month/Day. KS2041 KS2041.The orthometric height was determined by differential leveling. KS2041.The vertical network tie was performed by a horz. field party for horz. KS2041.obs reductions. Reset procedures were used to establish the elevation. KS2041 KS2041.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2041 KS2041.The Laplace correction was computed from DEFLEC99 derived deflections. KS2041 KS2041.The ellipsoidal height was determined by GPS observations KS2041.and is referenced to NAD 83. KS2041 KS2041.The geoid height was determined by GEOID03. KS2041 KS2041; North East Units Scale Factor Converg. KS2041;SPC CA 2 - 694,802.614 2,023,995.464 MT 0.99993188 +0 10 32.5 KS2041;SPC CA 2 - 2,279,531.58 6,640,391.78 sFT 0.99993188 +0 10 32.5 KS2041;UTM 10 - 4,364,300.422 610,065.333 MT 0.99974915 +0 48 43.4 KS2041 KS2041! - Elev Factor x Scale Factor = Combined Factor KS2041!SPC CA 2 - 0.99999984 x 0.99993188 = 0.99993172 KS2041!UTM 10 - 0.99999984 x 0.99974915 = 0.99974899 KS2041 KS2041 SUPERSEDED SURVEY CONTROL KS2041 KS2041.No superseded survey control is available for this station. KS2041 KS2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1006564300(NAD 83) KS2041_MARKER: DD = SURVEY DISK KS2041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KS2041_STAMPING: CA-HPGN-DENSIFICATION STA. 03-JG 1993 KS2041_MARK LOGO: CADT KS2041_PROJECTION: FLUSH KS2041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET KS2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2041+SATELLITE: SATELLITE OBSERVATIONS - 1993 KS2041_ROD/PIPE-DEPTH: 2.4 meters KS2041 KS2041 HISTORY - Date Condition Report By KS2041 HISTORY - 1993 MONUMENTED CADT KS2041 KS2041 STATION DESCRIPTION KS2041 KS2041'DESCRIBED BY CALTRANS 1993 KS2041'THE STATION IS LOCATED NEAR THE CITY OF BIGGS, ABOUT 20 MI (32.2 KM) KS2041'NORTH-NORTHWEST OF YUBA CITY AND ABOUT 11 MI (17.7 KM) SOUTHWEST OF KS2041'OROVILLE. KS2041'$ KS2041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 162 KS2041'(WEST), ABOUT 8 MI (12.9 KM) SOUTHWEST OF OROVILLE, GO SOUTH ON KS2041'HIGHWAY 99 FOR 3.45 MI (5.55 KM) TO THE INTERSECTION WITH B STREET ON KS2041'THE RIGHT AND EAST BIGGS HIGHWAY ON THE LEFT. TURN RIGHT AND GO WEST KS2041'ON B STREET FOR 0.85 MI (1.37 KM) TO THE INTERSECTION WITH FIRST KS2041'STREET. CONTINUE WEST ON B STREET FOR 0.5 MI (0.8 KM) TO THE KS2041'INTERSECTION WITH EIGHTH STREET. TURN RIGHT AND GO NORTH-NORTHWEST ON KS2041'EIGHTH STREET FOR 0.65 MI (1.05 KM) TO THE END OF EIGHTH STREET AT KS2041'AFTON ROAD. TURN LEFT AND GO WEST ON AFTON ROAD FOR 0.25 MI KS2041'(0.40 KM) TO AN IRRIGATION CANAL CROSSING AND THE STATION ON THE LEFT KS2041'ABOUT 100 FT (30.5 M) WEST OF THE IRRIGATION CANAL CROSSING. KS2041'$ KS2041'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET KS2041'IN CONCRETE FLUSH WITH THE TOP OF THE NORTH LEVEE OF THE IRRIGATION KS2041'CANAL, 69.2 FT (21.1 M) SOUTH-SOUTHWEST OF THE MOST WESTERLY GUARD KS2041'RAIL POST ON THE SOUTH SIDE OF AFTON ROAD, 33.7 FT (10.3 M) KS2041'SOUTH-SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF THE KS2041'IRRIGATION CANAL, 32.5 FT (9.9 M) SOUTH OF THE CENTERLINE OF AFTON KS2041'ROAD, 6 FT (1.8 M) NORTH OF THE SOUTH EDGE OF THE TOP OF THE LEVEE KS2041'(CANAL IS PARALLEL WITH AFTON ROAD WEST OF THE CANAL CROSSING) AND KS2041'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST. KS2041'$ KS2041'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KS2041'SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1893 *********************************************************************** KS1893 DESIGNATION - HUMBUG KS1893 PID - KS1893 KS1893 STATE/COUNTY- CA/BUTTE KS1893 USGS QUAD - CHICO (1978) KS1893 KS1893 *CURRENT SURVEY CONTROL KS1893 ___________________________________________________________________ KS1893* NAD 83(1992)- 39 42 53.70381(N) 121 48 04.75870(W) ADJUSTED KS1893* NAVD 88 - 73.397 (meters) 240.80 (feet) ADJUSTED KS1893 ___________________________________________________________________ KS1893 EPOCH DATE - 1991.35 KS1893 X - -2,589,045.378 (meters) COMP KS1893 Y - -4,175,487.621 (meters) COMP KS1893 Z - 4,053,716.677 (meters) COMP KS1893 LAPLACE CORR- 3.45 (seconds) DEFLEC99 KS1893 ELLIP HEIGHT- 46.01 (meters) (06/02/98) GPS OBS KS1893 GEOID HEIGHT- -27.38 (meters) GEOID03 KS1893 DYNAMIC HT - 73.360 (meters) 240.68 (feet) COMP KS1893 MODELED GRAV- 980,120.3 (mgal) NAVD 88 KS1893 KS1893 HORZ ORDER - FIRST KS1893 VERT ORDER - FIRST CLASS II KS1893 ELLP ORDER - FOURTH CLASS II KS1893 KS1893.The horizontal coordinates were established by GPS observations KS1893.and adjusted by the National Geodetic Survey in June 1998. KS1893.The horizontal coordinates are valid at the epoch date displayed above. KS1893.The epoch date for horizontal control is a decimal equivalence KS1893.of Year/Month/Day. KS1893 KS1893.The orthometric height was determined by differential leveling KS1893.and adjusted by the National Geodetic Survey in June 1991. KS1893 KS1893.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1893 KS1893.The Laplace correction was computed from DEFLEC99 derived deflections. KS1893 KS1893.The ellipsoidal height was determined by GPS observations KS1893.and is referenced to NAD 83. KS1893 KS1893.The geoid height was determined by GEOID03. KS1893 KS1893.The dynamic height is computed by dividing the NAVD 88 KS1893.geopotential number by the normal gravity value computed on the KS1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1893.degrees latitude (g = 980.6199 gals.). KS1893 KS1893.The modeled gravity was interpolated from observed gravity values. KS1893 KS1893; North East Units Scale Factor Converg. KS1893;SPC CA 2 - 727,392.114 2,017,035.798 MT 0.99997511 +0 07 30.9 KS1893;SPC CA 2 - 2,386,452.29 6,617,558.28 sFT 0.99997511 +0 07 30.9 KS1893;UTM 10 - 4,396,803.442 602,744.427 MT 0.99972996 +0 45 57.5 KS1893 KS1893! - Elev Factor x Scale Factor = Combined Factor KS1893!SPC CA 2 - 0.99999278 x 0.99997511 = 0.99996789 KS1893!UTM 10 - 0.99999278 x 0.99972996 = 0.99972274 KS1893 KS1893: Primary Azimuth Mark Grid Az KS1893:SPC CA 2 - CHICO RESET 304 58 28.3 KS1893:UTM 10 - CHICO RESET 304 20 01.7 KS1893 KS1893|---------------------------------------------------------------------| KS1893| PID Reference Object Distance Geod. Az | KS1893| dddmmss.s | KS1893| DB7954 HUMBUG RM 1 19.013 METERS 14931 | KS1893| DB7955 HUMBUG RM 2 10.072 METERS 27443 | KS1893| KS1894 CHICO RESET APPROX. 3.6 KM 3050559.2 | KS1893|---------------------------------------------------------------------| KS1893 KS1893 SUPERSEDED SURVEY CONTROL KS1893 KS1893 NAD 83(1992)- 39 42 53.70372(N) 121 48 04.75697(W) AD(1991.35) 2 KS1893 NAD 83(1986)- 39 42 53.69331(N) 121 48 04.75602(W) AD(1984.00) 2 KS1893 NAD 27 - 39 42 54.10972(N) 121 48 00.83644(W) AD( ) 2 KS1893 NAVD 88 (06/02/98) 73.40 (m) 240.8 (f) LEVELING 3 KS1893 NGVD 29 (07/19/86) 72.72 (m) 238.6 (f) LEVELING 3 KS1893 KS1893.Superseded values are not recommended for survey control. KS1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1893.See file dsdata.txt to determine how the superseded data were derived. KS1893 KS1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0274496803(NAD 83) KS1893_MARKER: DD = SURVEY DISK KS1893_SETTING: 38 = ABUTMENT OR PIER OF LARGE BRIDGE KS1893_STAMPING: HUMBUG 1972 KS1893_MARK LOGO: CADH KS1893_MAGNETIC: N = NO MAGNETIC MATERIAL KS1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1893+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1893 KS1893 HISTORY - Date Condition Report By KS1893 HISTORY - 1972 MONUMENTED CADH KS1893 HISTORY - 1972 GOOD CADH KS1893 HISTORY - 19880725 GOOD NGS KS1893 HISTORY - 19950412 GOOD CADT KS1893 HISTORY - 19971011 GOOD USPSQD KS1893 HISTORY - 20040322 GOOD CADT KS1893 KS1893 STATION DESCRIPTION KS1893 KS1893'DESCRIBED BY CA DIV OF HIGHWAYS 1972 (DRG) KS1893'THE STATION IS ABOUT 1.5 MILES SOUTHEAST OF CHICO, ON WEST END OF KS1893'SKYWAY OVERCROSSING BRIDGE CROSSING OVER STATE HIGHWAY ROUTE 99. KS1893' KS1893'TO REACH THE STATION FROM THE INTERSECTION OF PARK AVENUE, MIDWAY, KS1893'AND EAST PARK AVENUE, IN CHICO, GO EAST ON EAST PARK AVENUE PASSING KS1893'FAIRGROUNDS ON THE LEFT 0.7 MILE TO SKYWAY OVERCROSSING AND STATE KS1893'ROUTE 99 AND STATION ON THE LEFT. KS1893' KS1893'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED HUMBUG KS1893'1972 SET FLUSH IN SIDEWALK ON NORTHWEST CORNER OF BRIDGE NUMBER KS1893'12-167. IT IS 4.7 FEET EAST OF WEST END OF CONCRETE SIDEWALK, 13.3 KS1893'FEET WEST OF WEST PAVING NOTCH, AND 29.8 FEET NORTH OF CENTER LINE KS1893'OF EAST PARK AVENUE. THERE IS NO UNDERGROUND MARK. KS1893' KS1893'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1893'HUMBUG RM NO. 1 1972 SET FLUSH IN 2 FOOT SIDEWALK ON SOUTHWEST KS1893'CORNER OF BRIDGE. IT IS 2.0 FEET EAST OF WEST END OF CONCRETE KS1893'SIDEWALK, 1.4 FEET NORTH OF SOUTH RAIL ON BRIDGE, 24.5 FEET SOUTH KS1893'OF CENTER LINE OF EAST PARK AVENUE, AND 13.8 FEET WEST OF WEST KS1893'PAVING NOTCH, SAME ELEVATION AS STATION. KS1893' KS1893'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1893'HUMBUG RM NO. 2 1972 SET IN CONCRETE BASE OF ELECTROLIER H 146. IT KS1893'IS 1.0 FOOT NORTHEAST OF ELECTROLIER, 28.3 FEET WEST OF WEST END OF KS1893'CONCRETE SIDEWALK, AND 33.2 FEET NORTH OF CENTER LINE OF EAST PARK KS1893'AVENUE, 0.5 FEET LOWER THAN STATION. KS1893' KS1893'NOTE--NO AZIMUTH MARK SET TO STATION. KS1893' KS1893'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS. KS1893 KS1893 STATION RECOVERY (1972) KS1893 KS1893'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1893'RECOVERED IN GOOD CONDITION. KS1893 KS1893 STATION RECOVERY (1988) KS1893 KS1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1893'4.3 KM (2.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1893'JUNCTION OF 1ST AVENUE IN CHICO, IN TOP OF AND 1.4 M (4.6 FT) EAST OF KS1893'THE WEST END OF THE NORTH CONCRETE ABUTMENT WALKWAY OF SKYWAY DRIVE KS1893'OVERPASS OF THE HIGHWAY, 35.6 M (116.8 FT) WEST OF THE CENTERLINE OF KS1893'THE SOUTHBOUND LANES OF THE HIGHWAY, 9.0 M (29.5 FT) NORTH OF THE KS1893'CENTER OF THE DRIVE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE. KS1893 KS1893 STATION RECOVERY (1995) KS1893 KS1893'RECOVERY NOTE BY CALTRANS 1995 (JCB) KS1893'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION KS1893'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. KS1893 KS1893 STATION RECOVERY (1997) KS1893 KS1893'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1893'RECOVERED IN GOOD CONDITION. KS1893 KS1893 STATION RECOVERY (2004) KS1893 KS1893'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1893'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0338 *********************************************************************** KT0338 DESIGNATION - J 1078 KT0338 PID - KT0338 KT0338 STATE/COUNTY- CA/COLUSA KT0338 USGS QUAD - LOGANDALE (1973) KT0338 KT0338 *CURRENT SURVEY CONTROL KT0338 ___________________________________________________________________ KT0338* NAD 83(1986)- 39 22 35. (N) 122 11 31. (W) SCALED KT0338* NAVD 88 - 28.22 (+/-2cm) 92.6 (feet) VERTCON KT0338 ___________________________________________________________________ KT0338 GEOID HEIGHT- -29.33 (meters) GEOID03 KT0338 KT0338 VERT ORDER - FIRST CLASS II (See Below) KT0338 KT0338.The horizontal coordinates were scaled from a topographic map and have KT0338.an estimated accuracy of +/- 6 seconds. KT0338 KT0338.The NAVD 88 height was computed by applying the VERTCON shift value to KT0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0338.The vertical order pertains to the NGVD 29 superseded value. KT0338 KT0338.The geoid height was determined by GEOID03. KT0338 KT0338; North East Units Estimated Accuracy KT0338;SPC CA 2 - 689,810. 1,983,460. MT (+/- 180 meters Scaled) KT0338 KT0338 SUPERSEDED SURVEY CONTROL KT0338 KT0338 NGVD 29 (??/??/92) 27.473 (m) 90.13 (f) ADJ UNCH 1 2 KT0338 KT0338.Superseded values are not recommended for survey control. KT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0338.See file dsdata.txt to determine how the superseded data were derived. KT0338 KT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695588(NAD 83) KT0338_MARKER: DB = BENCH MARK DISK KT0338_SETTING: 30 = CULVERT KT0338_STAMPING: J 1078 1967 KT0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0338 KT0338 HISTORY - Date Condition Report By KT0338 HISTORY - 1967 MONUMENTED CGS KT0338 KT0338 STATION DESCRIPTION KT0338 KT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0338'7 MI N FROM MAXWELL. KT0338'7.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE KT0338'CROSSING OF OAK STREET AT MAXWELL, 2 1/2 POLES NORTH OF MILEPOLE KT0338'140, AT THE CROSSING OF A PRIVATE ROAD LEADING TO A WILDLIFE KT0338'REFUGE, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD KT0338'WALL OF A 48-INCH PIPE CULVERT, 8 1/2 FEET SOUTH OF THE CENTER KT0338'LINE OF THE ROAD, 52.0 FEET EAST OF THE EAST RAIL, 5 FEET EAST OF KT0338'THE SOUTH END OF A STEEL GATE, AND 0.9 FOOT EAST OF THE WEST KT0338'END OF THE HEAD WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0743 *********************************************************************** KT0743 DESIGNATION - J 1079 KT0743 PID - KT0743 KT0743 STATE/COUNTY- CA/GLENN KT0743 USGS QUAD - CHROME (1968) KT0743 KT0743 *CURRENT SURVEY CONTROL KT0743 ___________________________________________________________________ KT0743* NAD 83(1986)- 39 39 06. (N) 122 31 30. (W) SCALED KT0743* NAVD 88 - 201.45 (+/-2cm) 660.9 (feet) VERTCON KT0743 ___________________________________________________________________ KT0743 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0743 KT0743 VERT ORDER - FIRST CLASS II (See Below) KT0743 KT0743.The horizontal coordinates were scaled from a topographic map and have KT0743.an estimated accuracy of +/- 6 seconds. KT0743 KT0743.The NAVD 88 height was computed by applying the VERTCON shift value to KT0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0743.The vertical order pertains to the NGVD 29 superseded value. KT0743 KT0743.The geoid height was determined by GEOID03. KT0743 KT0743; North East Units Estimated Accuracy KT0743;SPC CA 2 - 720,480. 1,954,940. MT (+/- 180 meters Scaled) KT0743 KT0743 SUPERSEDED SURVEY CONTROL KT0743 KT0743 NGVD 29 (??/??/92) 200.615 (m) 658.18 (f) ADJ UNCH 1 2 KT0743 KT0743.Superseded values are not recommended for survey control. KT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0743.See file dsdata.txt to determine how the superseded data were derived. KT0743 KT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ407892(NAD 83) KT0743_MARKER: DB = BENCH MARK DISK KT0743_SETTING: 30 = CULVERT KT0743_STAMPING: J 1079 1967 KT0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0743 KT0743 HISTORY - Date Condition Report By KT0743 HISTORY - 1967 MONUMENTED CGS KT0743 KT0743 STATION DESCRIPTION KT0743 KT0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0743'3.6 MI N FROM ELK CREEK. KT0743'3.65 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0743'AT ELK CREEK, IN THE TOP OF THE EAST CONCRETE HEAD WALL OF A LARGE KT0743'CONCRETE BOX CULVERT, 1.5 FEET SOUTH OF THE NORTH END OF THE KT0743'HEAD WALL, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 27.8 KT0743'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE NORTH KT0743'DRIVEWAY LEADING SOUTHWEST TO A HOUSE, 1.3 FEET EAST OF A FENCE, KT0743'AND ABOUT 2 FEET LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1942 *********************************************************************** KS1942 DESIGNATION - J 1434 KS1942 PID - KS1942 KS1942 STATE/COUNTY- CA/BUTTE KS1942 USGS QUAD - SHIPPEE (1969) KS1942 KS1942 *CURRENT SURVEY CONTROL KS1942 ___________________________________________________________________ KS1942* NAD 83(1986)- 39 36 57. (N) 121 40 57. (W) SCALED KS1942* NAVD 88 - 62.697 (meters) 205.70 (feet) ADJUSTED KS1942 ___________________________________________________________________ KS1942 GEOID HEIGHT- -27.53 (meters) GEOID03 KS1942 DYNAMIC HT - 62.663 (meters) 205.59 (feet) COMP KS1942 MODELED GRAV- 980,092.7 (mgal) NAVD 88 KS1942 KS1942 VERT ORDER - FIRST CLASS II KS1942 KS1942.The horizontal coordinates were scaled from a topographic map and have KS1942.an estimated accuracy of +/- 6 seconds. KS1942 KS1942.The orthometric height was determined by differential leveling KS1942.and adjusted by the National Geodetic Survey in June 1991. KS1942 KS1942.The geoid height was determined by GEOID03. KS1942 KS1942.The dynamic height is computed by dividing the NAVD 88 KS1942.geopotential number by the normal gravity value computed on the KS1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1942.degrees latitude (g = 980.6199 gals.). KS1942 KS1942.The modeled gravity was interpolated from observed gravity values. KS1942 KS1942; North East Units Estimated Accuracy KS1942;SPC CA 2 - 716,420. 2,027,260. MT (+/- 180 meters Scaled) KS1942 KS1942 SUPERSEDED SURVEY CONTROL KS1942 KS1942.No superseded survey control is available for this station. KS1942 KS1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ130859(NAD 83) KS1942_MARKER: DV = VERTICAL CONTROL DISK KS1942_SETTING: 66 = SET IN ROCK OUTCROP KS1942_STAMPING: J 1434 1988 KS1942_MARK LOGO: NGS KS1942_MAGNETIC: N = NO MAGNETIC MATERIAL KS1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1942+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1942 KS1942 HISTORY - Date Condition Report By KS1942 HISTORY - 1988 MONUMENTED NGS KS1942 HISTORY - 20040322 GOOD CADT KS1942 KS1942 STATION DESCRIPTION KS1942 KS1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1942'9.9 KM (6.15 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE KS1942'JUNCTION OF MONTGOMERY STREET IN OROVILLE, THENCE 6.6 KM (4.10 MI) KS1942'NORTHWESTERLY ALONG STATE HIGHWAY 149, NEAR THE CENTER OF A 2 BY 6 KS1942'FOOT AREA OF OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND KS1942'SURFACE, 45.6 M (149.6 FT) NORTHWEST OF THE NORTHWEST END OF A KS1942'TELEPHONE MANHOLE COVER, 25.3 M (83.0 FT) NORTHEAST OF THE CENTERLINE KS1942'OF THE HIGHWAY, 2.2 M (7.2 FT) SOUTHWEST OF A WITNESS POST AND FENCE, KS1942'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY. KS1942 KS1942 STATION RECOVERY (2004) KS1942 KS1942'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1942'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0851 *********************************************************************** KT0851 DESIGNATION - J 216 KT0851 PID - KT0851 KT0851 STATE/COUNTY- CA/GLENN KT0851 USGS QUAD - ELK CREEK (1968) KT0851 KT0851 *CURRENT SURVEY CONTROL KT0851 ___________________________________________________________________ KT0851* NAD 83(1986)- 39 32 29. (N) 122 32 06. (W) SCALED KT0851* NAVD 88 - 259.90 (+/-2cm) 852.7 (feet) VERTCON KT0851 ___________________________________________________________________ KT0851 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0851 KT0851 VERT ORDER - SECOND CLASS 0 (See Below) KT0851 KT0851.The horizontal coordinates were scaled from a topographic map and have KT0851.an estimated accuracy of +/- 6 seconds. KT0851 KT0851.The NAVD 88 height was computed by applying the VERTCON shift value to KT0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0851.The vertical order pertains to the NGVD 29 superseded value. KT0851 KT0851.The geoid height was determined by GEOID03. KT0851 KT0851; North East Units Estimated Accuracy KT0851;SPC CA 2 - 708,240. 1,954,010. MT (+/- 180 meters Scaled) KT0851 KT0851 SUPERSEDED SURVEY CONTROL KT0851 KT0851 NGVD 29 (??/??/92) 259.061 (m) 849.94 (f) ADJ UNCH 2 0 KT0851 KT0851.Superseded values are not recommended for survey control. KT0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0851.See file dsdata.txt to determine how the superseded data were derived. KT0851 KT0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ399769(NAD 83) KT0851_MARKER: DB = BENCH MARK DISK KT0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0851_STAMPING: J 216 1935 KT0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0851+STABILITY: SURFACE MOTION KT0851 KT0851 HISTORY - Date Condition Report By KT0851 HISTORY - 1935 MONUMENTED CGS KT0851 HISTORY - 1966 MARK NOT FOUND USGS KT0851 KT0851 STATION DESCRIPTION KT0851 KT0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0851'4.6 MI S FROM ELK CREEK. KT0851'4.6 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0851'COUNTY, 80 FEET NORTH OF THE MIDDLE OF A CONCRETE BRIDGE, 27 KT0851'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 17 FEET SOUTH OF KT0851'THE SOUTHEAST POST OF A PASTURE GATE. A STANDARD DISK, STAMPED KT0851'J 216 1935 AND SET IN THE TOP OF A CONCRETE POST. KT0851 KT0851 STATION RECOVERY (1966) KT0851 KT0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0851'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0346 *********************************************************************** KT0346 DESIGNATION - J 381 KT0346 PID - KT0346 KT0346 STATE/COUNTY- CA/GLENN KT0346 USGS QUAD - LOGANDALE (1973) KT0346 KT0346 *CURRENT SURVEY CONTROL KT0346 ___________________________________________________________________ KT0346* NAD 83(1986)- 39 24 25. (N) 122 13 48. (W) SCALED KT0346* NAVD 88 - 35.55 (+/-2cm) 116.6 (feet) VERTCON KT0346 ___________________________________________________________________ KT0346 GEOID HEIGHT- -29.30 (meters) GEOID03 KT0346 KT0346 VERT ORDER - SECOND CLASS 0 (See Below) KT0346 KT0346.The horizontal coordinates were scaled from a topographic map and have KT0346.an estimated accuracy of +/- 6 seconds. KT0346 KT0346.The NAVD 88 height was computed by applying the VERTCON shift value to KT0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0346.The vertical order pertains to the NGVD 29 superseded value. KT0346 KT0346.The geoid height was determined by GEOID03. KT0346 KT0346; North East Units Estimated Accuracy KT0346;SPC CA 2 - 693,210. 1,980,190. MT (+/- 180 meters Scaled) KT0346 KT0346 SUPERSEDED SURVEY CONTROL KT0346 KT0346 NGVD 29 (??/??/92) 34.796 (m) 114.16 (f) ADJ UNCH 2 0 KT0346 KT0346.Superseded values are not recommended for survey control. KT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0346.See file dsdata.txt to determine how the superseded data were derived. KT0346 KT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ662622(NAD 83) KT0346_MARKER: DB = BENCH MARK DISK KT0346_SETTING: 30 = CULVERT KT0346_STAMPING: J 381 1949 KT0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0346 KT0346 HISTORY - Date Condition Report By KT0346 HISTORY - 1949 MONUMENTED CGS KT0346 KT0346 STATION DESCRIPTION KT0346 KT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0346'2 MI W FROM NORMAN. KT0346'2.0 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO. KT0346'RAILROAD STATION SIGN AT NORMAN, 0.5 MILE EAST OF THE LIBERTY KT0346'SCHOOL, 50 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF KT0346'A NORTH-SOUTH ROAD, AT A LARGE CONCRETE CULVERT OVER AN IRRIGATION KT0346'DITCH, IN THE TOP OF THE WEST HEAD WALL, 18 FEET WEST OF THE KT0346'CENTERLINE OF THE NORTH-SOUTH ROAD, AND ABOUT 2 FEET HIGHER THAN KT0346'THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1108 *********************************************************************** KS1108 DESIGNATION - J 743 USE KS1108 PID - KS1108 KS1108 STATE/COUNTY- CA/BUTTE KS1108 USGS QUAD - RICHARDSON SPRINGS (1969) KS1108 KS1108 *CURRENT SURVEY CONTROL KS1108 ___________________________________________________________________ KS1108* NAD 83(1986)- 39 48 16. (N) 121 51 54. (W) SCALED KS1108* NAVD 88 - 74.116 (meters) 243.16 (feet) ADJUSTED KS1108 ___________________________________________________________________ KS1108 GEOID HEIGHT- -27.37 (meters) GEOID03 KS1108 DYNAMIC HT - 74.078 (meters) 243.04 (feet) COMP KS1108 MODELED GRAV- 980,115.7 (mgal) NAVD 88 KS1108 KS1108 VERT ORDER - FIRST CLASS II KS1108 KS1108.This mark is at Chico Municipal Airport (CIC) KS1108 KS1108.The horizontal coordinates were scaled from a topographic map and have KS1108.an estimated accuracy of +/- 6 seconds. KS1108 KS1108.The orthometric height was determined by differential leveling KS1108.and adjusted by the National Geodetic Survey in June 1991. KS1108 KS1108.The geoid height was determined by GEOID03. KS1108 KS1108.The dynamic height is computed by dividing the NAVD 88 KS1108.geopotential number by the normal gravity value computed on the KS1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1108.degrees latitude (g = 980.6199 gals.). KS1108 KS1108.The modeled gravity was interpolated from observed gravity values. KS1108 KS1108; North East Units Estimated Accuracy KS1108;SPC CA 2 - 737,320. 2,011,560. MT (+/- 180 meters Scaled) KS1108 KS1108 SUPERSEDED SURVEY CONTROL KS1108 KS1108 NGVD 29 (??/??/??) 73.405 (m) 240.83 (f) ADJUSTED 1 2 KS1108 KS1108.Superseded values are not recommended for survey control. KS1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1108.See file dsdata.txt to determine how the superseded data were derived. KS1108 KS1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK971066(NAD 83) KS1108_MARKER: P = PIPE CAP KS1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS1108_STAMPING: J 743 KS1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1108 KS1108 HISTORY - Date Condition Report By KS1108 HISTORY - UNK MONUMENTED DOD KS1108 HISTORY - 1949 GOOD NGS KS1108 HISTORY - 1975 GOOD NGS KS1108 KS1108 STATION DESCRIPTION KS1108 KS1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1108'AT CHICO MUNICIPAL AIRPORT. KS1108'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 472 FEET NORTHWEST KS1108'(ALONG THE PROLONGATION OF THE CENTERLINE) OF THE NORTHWEST END KS1108'OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, 10 FEET NORTH OF THE KS1108'CENTERLINE OF A GRAVEL ROAD ALONG THE NORTH BOUNDARY FENCE, AND KS1108'1.3 FEET SOUTH OF THE FENCE. A CORPS OF ENGINEERS U.S. ARMY, KS1108'STANDARD CAP, STAMPED J 743 AND FASTENED ON THE TOP OF A 3-INCH KS1108'IRON PIPE SET IN CONCRETE AND PROJECTING 0.8 FOOT ABOVE GROUND. KS1108 KS1108 STATION RECOVERY (1975) KS1108 KS1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KS1108'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1155 *********************************************************************** KS1155 DESIGNATION - J 847 KS1155 PID - KS1155 KS1155 STATE/COUNTY- CA/BUTTE KS1155 USGS QUAD - SHIPPEE (1969) KS1155 KS1155 *CURRENT SURVEY CONTROL KS1155 ___________________________________________________________________ KS1155* NAD 83(1986)- 39 32 27. (N) 121 41 20. (W) SCALED KS1155* NAVD 88 - 40.63 (+/-2cm) 133.3 (feet) VERTCON KS1155 ___________________________________________________________________ KS1155 GEOID HEIGHT- -27.79 (meters) GEOID03 KS1155 KS1155 VERT ORDER - FIRST CLASS II (See Below) KS1155 KS1155.The horizontal coordinates were scaled from a topographic map and have KS1155.an estimated accuracy of +/- 6 seconds. KS1155 KS1155.The NAVD 88 height was computed by applying the VERTCON shift value to KS1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1155.The vertical order pertains to the NGVD 29 superseded value. KS1155 KS1155.The geoid height was determined by GEOID03. KS1155 KS1155; North East Units Estimated Accuracy KS1155;SPC CA 2 - 708,090. 2,026,740. MT (+/- 180 meters Scaled) KS1155 KS1155 SUPERSEDED SURVEY CONTROL KS1155 KS1155 NGVD 29 (??/??/??) 39.923 (m) 130.98 (f) ADJUSTED 1 2 KS1155 KS1155.Superseded values are not recommended for survey control. KS1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1155.See file dsdata.txt to determine how the superseded data were derived. KS1155 KS1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ126776(NAD 83) KS1155_MARKER: DB = BENCH MARK DISK KS1155_SETTING: 30 = CULVERT KS1155_STAMPING: J 847 1948 KS1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1155+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1155 KS1155 HISTORY - Date Condition Report By KS1155 HISTORY - 1948 MONUMENTED CGS KS1155 HISTORY - 20040322 GOOD CADT KS1155 KS1155 STATION DESCRIPTION KS1155 KS1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1155'2.9 MI NW FROM OROVILLE JUNCTION. KS1155'2.9 MILES NORTHWEST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1155'OROVILLE JUNCTION, AT SHIPPEE, AT A POINT WHERE A POWER LINE KS1155'CROSSES THE TRACK, ABOUT 5 RAILS SOUTHEAST OF MILEPOST 168, KS1155'AT CROSSING 167.9, AT A LARGE CONCRETE CULVERT OVER A DRAIN KS1155'CANAL, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD KS1155'WALL, 4.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT KS1155'LEVEL WITH THE TRACK. KS1155 KS1155 STATION RECOVERY (2004) KS1155 KS1155'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1088 *********************************************************************** KS1088 DESIGNATION - J 848 KS1088 PID - KS1088 KS1088 STATE/COUNTY- CA/BUTTE KS1088 USGS QUAD - NORD (1969) KS1088 KS1088 *CURRENT SURVEY CONTROL KS1088 ___________________________________________________________________ KS1088* NAD 83(1986)- 39 45 42. (N) 121 55 25. (W) SCALED KS1088* NAVD 88 - 46.084 (meters) 151.19 (feet) ADJUSTED KS1088 ___________________________________________________________________ KS1088 GEOID HEIGHT- -27.60 (meters) GEOID03 KS1088 DYNAMIC HT - 46.061 (meters) 151.12 (feet) COMP KS1088 MODELED GRAV- 980,133.0 (mgal) NAVD 88 KS1088 KS1088 VERT ORDER - FIRST CLASS II KS1088 KS1088.The horizontal coordinates were scaled from a topographic map and have KS1088.an estimated accuracy of +/- 6 seconds. KS1088 KS1088.The orthometric height was determined by differential leveling KS1088.and adjusted by the National Geodetic Survey in June 1991. KS1088 KS1088.The geoid height was determined by GEOID03. KS1088 KS1088.The dynamic height is computed by dividing the NAVD 88 KS1088.geopotential number by the normal gravity value computed on the KS1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1088.degrees latitude (g = 980.6199 gals.). KS1088 KS1088.The modeled gravity was interpolated from observed gravity values. KS1088 KS1088; North East Units Estimated Accuracy KS1088;SPC CA 2 - 732,570. 2,006,550. MT (+/- 180 meters Scaled) KS1088 KS1088 SUPERSEDED SURVEY CONTROL KS1088 KS1088 NGVD 29 (??/??/??) 45.369 (m) 148.85 (f) ADJUSTED 1 2 KS1088 KS1088.Superseded values are not recommended for survey control. KS1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1088.See file dsdata.txt to determine how the superseded data were derived. KS1088 KS1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK922018(NAD 83) KS1088_MARKER: DB = BENCH MARK DISK KS1088_SETTING: 38 = ABUTMENT KS1088_STAMPING: J 848 1948 KS1088_MARK LOGO: CGS KS1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1088+STABILITY: SURFACE MOTION KS1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1088+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1088 KS1088 HISTORY - Date Condition Report By KS1088 HISTORY - 1948 MONUMENTED CGS KS1088 HISTORY - 1955 GOOD NGS KS1088 HISTORY - 19880714 GOOD NGS KS1088 HISTORY - 20040322 GOOD CADT KS1088 KS1088 STATION DESCRIPTION KS1088 KS1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1088'5.1 MI NW FROM CHICO. KS1088'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1088'FROM THE STATION AT CHICO, ABOUT 13 RAILS NORTHWEST OF MILEPOST KS1088'NO. 189, ABOUT 5 RAILS SOUTHEAST OF SIGNAL NO. 189.1, 5.9 FEET KS1088'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET ON TOP KS1088'AND AT THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF KS1088'RAILROAD BRIDGE NO. 189.11 AND ABOUT 1 1/2 FEET BELOW THE TRACKS. KS1088 KS1088 STATION RECOVERY (1955) KS1088 KS1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 KS1088'RECOVERED IN GOOD CONDITION. KS1088 KS1088 STATION RECOVERY (1988) KS1088 KS1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1088'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 6.1 KM KS1088'(3.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF KS1088'1ST STREET IN CHICO, THENCE 6.2 KM (3.85 MI) WEST ALONG NORD ROAD, KS1088'THENCE 2.8 KM (1.75 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC KS1088'RAILROAD. KS1088 KS1088 STATION RECOVERY (2004) KS1088 KS1088'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1088'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0154 *********************************************************************** KT0154 DESIGNATION - J 852 KT0154 PID - KT0154 KT0154 STATE/COUNTY- CA/GLENN KT0154 USGS QUAD - ORLAND (1978) KT0154 KT0154 *CURRENT SURVEY CONTROL KT0154 ___________________________________________________________________ KT0154* NAD 83(1986)- 39 41 50. (N) 122 12 39. (W) SCALED KT0154* NAVD 88 - 70.73 (+/-2cm) 232.1 (feet) VERTCON KT0154 ___________________________________________________________________ KT0154 GEOID HEIGHT- -28.63 (meters) GEOID03 KT0154 KT0154 VERT ORDER - FIRST CLASS II (See Below) KT0154 KT0154.The horizontal coordinates were scaled from a topographic map and have KT0154.an estimated accuracy of +/- 6 seconds. KT0154 KT0154.The NAVD 88 height was computed by applying the VERTCON shift value to KT0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0154.The vertical order pertains to the NGVD 29 superseded value. KT0154 KT0154.The geoid height was determined by GEOID03. KT0154 KT0154; North East Units Estimated Accuracy KT0154;SPC CA 2 - 725,430. 1,981,920. MT (+/- 180 meters Scaled) KT0154 KT0154 SUPERSEDED SURVEY CONTROL KT0154 KT0154 NGVD 29 (??/??/92) 69.980 (m) 229.59 (f) ADJ UNCH 1 2 KT0154 KT0154.Superseded values are not recommended for survey control. KT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0154.See file dsdata.txt to determine how the superseded data were derived. KT0154 KT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ676944(NAD 83) KT0154_MARKER: DB = BENCH MARK DISK KT0154_SETTING: 36 = CANAL KT0154_STAMPING: J 852 1949 KT0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0154 KT0154 HISTORY - Date Condition Report By KT0154 HISTORY - 1949 MONUMENTED CGS KT0154 KT0154 STATION DESCRIPTION KT0154 KT0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0154'4.1 MI S FROM ORLAND. KT0154'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION KT0154'AT ORLAND, THENCE 0.8 MILE WEST ALONG COUNTY ROAD NO. 25, AT A KT0154'POINT WHERE THE POWER LINE CROSSES FROM THE NORTH TO THE SOUTH KT0154'SIDE OF THE ROAD, ABOUT 150 FEET SOUTH OF A STUCCO RANCH HOUSE, KT0154'62 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTH OF KT0154'A POWER POLE, 3.9 FEET WEST OF A FENCE LINE, AND SET IN THE KT0154'CENTER OF THE EAST CONCRETE HEADWALL OF A CANAL GATE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0034 *********************************************************************** KT0034 DESIGNATION - J 853 KT0034 PID - KT0034 KT0034 STATE/COUNTY- CA/GLENN KT0034 USGS QUAD - WILLOWS (1969) KT0034 KT0034 *CURRENT SURVEY CONTROL KT0034 ___________________________________________________________________ KT0034* NAD 83(1986)- 39 32 59. (N) 122 11 35. (W) SCALED KT0034* NAVD 88 - 42.66 (+/-2cm) 140.0 (feet) VERTCON KT0034 ___________________________________________________________________ KT0034 GEOID HEIGHT- -28.86 (meters) GEOID03 KT0034 KT0034 VERT ORDER - FIRST CLASS II (See Below) KT0034 KT0034.The horizontal coordinates were scaled from a topographic map and have KT0034.an estimated accuracy of +/- 6 seconds. KT0034 KT0034.The NAVD 88 height was computed by applying the VERTCON shift value to KT0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0034.The vertical order pertains to the NGVD 29 superseded value. KT0034 KT0034.The geoid height was determined by GEOID03. KT0034 KT0034; North East Units Estimated Accuracy KT0034;SPC CA 2 - 709,050. 1,983,410. MT (+/- 180 meters Scaled) KT0034 KT0034 SUPERSEDED SURVEY CONTROL KT0034 KT0034 NGVD 29 (??/??/92) 41.913 (m) 137.51 (f) ADJ UNCH 1 2 KT0034 KT0034.Superseded values are not recommended for survey control. KT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0034.See file dsdata.txt to determine how the superseded data were derived. KT0034 KT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ693780(NAD 83) KT0034_MARKER: DB = BENCH MARK DISK KT0034_SETTING: 36 = BRIDGE KT0034_STAMPING: J 853 1949 KT0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0034 KT0034 HISTORY - Date Condition Report By KT0034 HISTORY - 1949 MONUMENTED CGS KT0034 KT0034 STATION DESCRIPTION KT0034 KT0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0034'2 MI N FROM WILLOWS. KT0034'2 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0034'STATION AT WILLOWS, AT HIGHWAY BRIDGE NO. 11-06, 50 FEET KT0034'SOUTHWEST OF THE 3RD POLE SOUTH OF MILE POST NO. 152, 61 FEET KT0034'WEST OF THE CENTER LINE OF THE TRACKS, 19 FEET EAST OF THE KT0034'CENTER LINE OF U.S. HIGHWAY 99W, AND SET IN THE SOUTHWEST KT0034'CORNER OF THE CONCRETE CURB OF HIGHWAY BRIDGE NO. 11-06. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1885 *********************************************************************** KS1885 DESIGNATION - JUNCTION KS1885 PID - KS1885 KS1885 STATE/COUNTY- CA/BUTTE KS1885 USGS QUAD - SHIPPEE (1969) KS1885 KS1885 *CURRENT SURVEY CONTROL KS1885 ___________________________________________________________________ KS1885* NAD 83(1992)- 39 37 24.50082(N) 121 41 28.16947(W) ADJUSTED KS1885* NAVD 88 - 89.326 (meters) 293.06 (feet) ADJUSTED KS1885 ___________________________________________________________________ KS1885 EPOCH DATE - 1991.35 KS1885 X - -2,584,423.570 (meters) COMP KS1885 Y - -4,185,983.117 (meters) COMP KS1885 Z - 4,045,911.489 (meters) COMP KS1885 LAPLACE CORR- 1.62 (seconds) DEFLEC99 KS1885 ELLIP HEIGHT- 61.81 (meters) (09/16/94) GPS OBS KS1885 GEOID HEIGHT- -27.51 (meters) GEOID03 KS1885 DYNAMIC HT - 89.278 (meters) 292.91 (feet) COMP KS1885 MODELED GRAV- 980,095.8 (mgal) NAVD 88 KS1885 KS1885 HORZ ORDER - FIRST KS1885 VERT ORDER - FIRST CLASS II KS1885 ELLP ORDER - FOURTH CLASS II KS1885 KS1885.The horizontal coordinates were established by GPS observations KS1885.and adjusted by the National Geodetic Survey in September 1994. KS1885.The horizontal coordinates are valid at the epoch date displayed above. KS1885.The epoch date for horizontal control is a decimal equivalence KS1885.of Year/Month/Day. KS1885 KS1885.The orthometric height was determined by differential leveling KS1885.and adjusted by the National Geodetic Survey in June 1991. KS1885 KS1885.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1885 KS1885.The Laplace correction was computed from DEFLEC99 derived deflections. KS1885 KS1885.The ellipsoidal height was determined by GPS observations KS1885.and is referenced to NAD 83. KS1885 KS1885.The geoid height was determined by GEOID03. KS1885 KS1885.The dynamic height is computed by dividing the NAVD 88 KS1885.geopotential number by the normal gravity value computed on the KS1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1885.degrees latitude (g = 980.6199 gals.). KS1885 KS1885.The modeled gravity was interpolated from observed gravity values. KS1885 KS1885; North East Units Scale Factor Converg. KS1885;SPC CA 2 - 717,265.874 2,026,516.334 MT 0.99995882 +0 11 41.0 KS1885;SPC CA 2 - 2,353,229.79 6,648,662.34 sFT 0.99995882 +0 11 41.0 KS1885;UTM 10 - 4,386,786.049 612,335.402 MT 0.99975536 +0 50 05.2 KS1885 KS1885! - Elev Factor x Scale Factor = Combined Factor KS1885!SPC CA 2 - 0.99999030 x 0.99995882 = 0.99994912 KS1885!UTM 10 - 0.99999030 x 0.99975536 = 0.99974567 KS1885 KS1885: Primary Azimuth Mark Grid Az KS1885:SPC CA 2 - JUNCTION AZ MK 135 45 47.9 KS1885:UTM 10 - JUNCTION AZ MK 135 07 23.7 KS1885 KS1885|---------------------------------------------------------------------| KS1885| PID Reference Object Distance Geod. Az | KS1885| dddmmss.s | KS1885| KS1884 DRY CREEK APPROX. 4.2 KM 1283152.4 | KS1885| DB8020 JUNCTION AZ MK 1355728.9 | KS1885| DB8021 JUNCTION RM 1 12.168 METERS 18453 | KS1885| DB8022 JUNCTION RM 2 12.250 METERS 27109 | KS1885|---------------------------------------------------------------------| KS1885 KS1885 SUPERSEDED SURVEY CONTROL KS1885 KS1885 NAD 83(1992)- 39 37 24.50041(N) 121 41 28.16806(W) AD(1991.35) 2 KS1885 NAD 83(1986)- 39 37 24.48859(N) 121 41 28.16639(W) AD(1984.00) 2 KS1885 NAD 27 - 39 37 24.90223(N) 121 41 24.25723(W) AD( ) 2 KS1885 NAVD 88 (09/16/94) 89.33 (m) 293.1 (f) LEVELING 3 KS1885 NGVD 29 (07/19/86) 88.6 (m) 291. (f) VERT ANG KS1885 KS1885.Superseded values are not recommended for survey control. KS1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1885.See file dsdata.txt to determine how the superseded data were derived. KS1885 KS1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1233586786(NAD 83) KS1885_MARKER: DD = SURVEY DISK KS1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1885_STAMPING: JUNCTION 1972 KS1885_MARK LOGO: CADH KS1885_MAGNETIC: N = NO MAGNETIC MATERIAL KS1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1885+STABILITY: SURFACE MOTION KS1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1885+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1885 KS1885 HISTORY - Date Condition Report By KS1885 HISTORY - 1972 MONUMENTED CADT KS1885 HISTORY - 1972 GOOD CADH KS1885 HISTORY - 1974 GOOD NGS KS1885 HISTORY - 19880802 GOOD NGS KS1885 HISTORY - 19930806 GOOD CADT KS1885 HISTORY - 19950412 GOOD CADT KS1885 HISTORY - 20040322 GOOD CADT KS1885 KS1885 STATION DESCRIPTION KS1885 KS1885'DESCRIBED BY CALTRANS 1972 (DRG) KS1885'THE STATION IS LOCATED ON TOP OF A RIDGE JUST NORTHEAST OF THE KS1885'JUNCTION OF STATE HIGHWAY ROUTES 99 AND 149, ABOUT 6.0 MILES KS1885'SOUTHEAST OF DURHAM, 10.0 MILES SOUTHEAST OF CHICO AND 10.0 MILES KS1885'NORTHWEST OF OROVILLE. KS1885' KS1885'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY ROUTES 99 AND KS1885'149, GO NORTH ON ROUTE 99 0.2 MILE AND END OF TRUCK TRAVEL. PACK KS1885'EASTERLY ABOUT 750 FEET ALONG TOP OF RIDGE AND STATION. KS1885' KS1885'TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY ROUTES KS1885'99 AND 149, GO EAST ON ROUTE 149 0.8 MILE TO AZIMUTH MARK ON LEFT. KS1885' KS1885'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED JUNCTION KS1885'1972 SET IN THE TOP OF AN 11 INCH DIAMETER CONCRETE CYLINDER KS1885'PROJECTING 2 INCHES ABOVE GROUND SURFACE. KS1885' KS1885'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE DISK, WAS SET IN KS1885'6 INCHES OF CONCRETE, 2.0 FEET BELOW THE SURFACE. KS1885' KS1885'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1885'JUNCTION RM NO. 1 1972 SET IN THE TOP OF AN 11 INCH DIAMETER KS1885'CONCRETE CYLINDER PROJECTING 1 INCH ABOVE GROUND SURFACE AND 2.2 KS1885'FEET LOWER THAN STATION. KS1885' KS1885'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1885'JUNCTION RM NO. 2 1972 SET IN THE TOP OF AN 11 INCH DIAMETER KS1885'CONCRETE CYLINDER PROJECTING 1 INCH AND 0.2 FOOT LOWER THAN KS1885'STATION. KS1885' KS1885'AZIMUTH MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED JUNCTION KS1885'AZIMUTH MARK 1972 SET IN THE TOP OF A 14 INCH DIAMETER CONCRETE KS1885'CYLINDER PROJECTING 4 INCHES ABOVE GROUND SURFACE. IT IS 3.0 KS1885'FEET SOUTH OF FENCE, 58.2 FEET NORTH OF CENTER LINE OF ROUTE 149, KS1885'ABOUT 500 FEET WEST OF CLEAR CREEK AND 3.0 FEET EAST OF METAL KS1885'WITNESS POST. KS1885' KS1885'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS. KS1885 KS1885 STATION RECOVERY (1972) KS1885 KS1885'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1885'RECOVERED IN GOOD CONDITION. KS1885 KS1885 STATION RECOVERY (1974) KS1885 KS1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MLS) KS1885'STATION, RECOVERED IN GOOD CONDITION, AS DESCRIBED BY THE KS1885'CALIFORNIA DIVISION OF HIGHWAYS IN 1972. KS1885 KS1885 STATION RECOVERY (1988) KS1885 KS1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1885'9.9 KM (6.15 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE KS1885'JUNCTION OF MONTGOMERY STREET IN OROVILLE, THENCE 7.5 KM (4.65 MI) KS1885'NORTHWESTERLY ALONG STATE HIGHWAY 124, THENCE 0.2 KM (0.10 MI) KS1885'NORTHWEST ALONG STATE HIGHWAY 99, AT THE CREST OF A RIDGE, 244.0 M KS1885'(800.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE KS1885'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A CAIRN. KS1885 KS1885 STATION RECOVERY (1993) KS1885 KS1885'RECOVERY NOTE BY CALTRANS 1993 KS1885'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS KS1885'DESCRIBED. THE AZIMUTH MARK WAS NOT RECOVERED AFTER A BRIEF SEARCH. KS1885'$ KS1885'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION KS1885'SURVEY. KS1885 KS1885 STATION RECOVERY (1995) KS1885 KS1885'RECOVERY NOTE BY CALTRANS 1995 (JCB) KS1885'RECOVERED AS DESCRIBED. KS1885 KS1885 STATION RECOVERY (2004) KS1885 KS1885'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1885'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0801 *********************************************************************** KT0801 DESIGNATION - K 1066 KT0801 PID - KT0801 KT0801 STATE/COUNTY- CA/GLENN KT0801 USGS QUAD - CHROME (1968) KT0801 KT0801 *CURRENT SURVEY CONTROL KT0801 ___________________________________________________________________ KT0801* NAD 83(1986)- 39 39 34. (N) 122 32 08. (W) SCALED KT0801* NAVD 88 - 204.65 (+/-2cm) 671.4 (feet) VERTCON KT0801 ___________________________________________________________________ KT0801 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0801 KT0801 VERT ORDER - FIRST CLASS II (See Below) KT0801 KT0801.The horizontal coordinates were scaled from a topographic map and have KT0801.an estimated accuracy of +/- 6 seconds. KT0801 KT0801.The NAVD 88 height was computed by applying the VERTCON shift value to KT0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0801.The vertical order pertains to the NGVD 29 superseded value. KT0801 KT0801.The geoid height was determined by GEOID03. KT0801 KT0801; North East Units Estimated Accuracy KT0801;SPC CA 2 - 721,350. 1,954,040. MT (+/- 180 meters Scaled) KT0801 KT0801 SUPERSEDED SURVEY CONTROL KT0801 KT0801 NGVD 29 (??/??/92) 203.810 (m) 668.67 (f) ADJ UNCH 1 2 KT0801 KT0801.Superseded values are not recommended for survey control. KT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0801.See file dsdata.txt to determine how the superseded data were derived. KT0801 KT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ398900(NAD 83) KT0801_MARKER: DB = BENCH MARK DISK KT0801_SETTING: 66 = SET IN ROCK OUTCROP KT0801_STAMPING: K 1066 1966 KT0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0801+STABILITY: POSITION/ELEVATION WELL KT0801 KT0801 HISTORY - Date Condition Report By KT0801 HISTORY - 1966 MONUMENTED CGS KT0801 HISTORY - 20040328 GOOD CADT KT0801 KT0801 STATION DESCRIPTION KT0801 KT0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0801'5.1 MI N FROM ELK CREEK. KT0801'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0801'ELK CREEK, THENCE 0.6 MILE WEST ALONG COUNTY ROAD 307, 223 KT0801'FEET WEST OF THE CROSSING OF A CREEK WITH DOUBLE 48-INCH PIPE KT0801'CULVERTS, IN THE TOP OF A LEDGE OF OUTCROP WHICH PROJECTS ABOUT KT0801'1 FOOT, 97 FEET SOUTH AND ACROSS THE CREEK FROM THE CENTER LINE KT0801'OF THE ROAD, 3 FEET SOUTH OF THE SOUTH EDGE OF THE CREEK, KT0801'62.0 FEET SOUTH AND ACROSS THE CREEK FROM A FENCE, 63.0 FEET KT0801'SOUTH AND ACROSS THE CREEK FROM A WITNESS POST, 133 FEET KT0801'SOUTHEAST OF A POWER POLE WITH A GUY WIRE, AND ABOUT 6 1/2 KT0801'FEET LOWER THAN THE ROAD. KT0801 KT0801 STATION RECOVERY (2004) KT0801 KT0801'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0801'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0029 *********************************************************************** KT0029 DESIGNATION - K 1078 KT0029 PID - KT0029 KT0029 STATE/COUNTY- CA/GLENN KT0029 USGS QUAD - WILLOWS (1969) KT0029 KT0029 *CURRENT SURVEY CONTROL KT0029 ___________________________________________________________________ KT0029* NAD 83(1986)- 39 30 09. (N) 122 11 34. (W) SCALED KT0029* NAVD 88 - 37.84 (+/-2cm) 124.1 (feet) VERTCON KT0029 ___________________________________________________________________ KT0029 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0029 KT0029 VERT ORDER - FIRST CLASS II (See Below) KT0029 KT0029.The horizontal coordinates were scaled from a topographic map and have KT0029.an estimated accuracy of +/- 6 seconds. KT0029 KT0029.The NAVD 88 height was computed by applying the VERTCON shift value to KT0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0029.The vertical order pertains to the NGVD 29 superseded value. KT0029 KT0029.The geoid height was determined by GEOID03. KT0029 KT0029; North East Units Estimated Accuracy KT0029;SPC CA 2 - 703,810. 1,983,420. MT (+/- 180 meters Scaled) KT0029 KT0029 SUPERSEDED SURVEY CONTROL KT0029 KT0029 NGVD 29 (??/??/92) 37.101 (m) 121.72 (f) ADJ UNCH 1 2 KT0029 KT0029.Superseded values are not recommended for survey control. KT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0029.See file dsdata.txt to determine how the superseded data were derived. KT0029 KT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694728(NAD 83) KT0029_MARKER: DB = BENCH MARK DISK KT0029_SETTING: 36 = BRIDGE KT0029_STAMPING: K 1078 1967 KT0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0029 KT0029 HISTORY - Date Condition Report By KT0029 HISTORY - 1967 MONUMENTED CGS KT0029 KT0029 STATION DESCRIPTION KT0029 KT0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0029'1.2 MI S FROM WILLOWS. KT0029'1.25 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0029'FROM THE STATION AT WILLOWS, AT THE CROSSING OF A DIRT ROAD KT0029'EAST TO CITY OF WILLOWS SEWAGE DISPOSAL, IN THE TOP AND 1.4 KT0029'FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE KT0029'WING WALL OF A WOODEN BRIDGE OVER A CANAL, 12 FEET NORTH OF KT0029'THE CENTER LINE OF THE ROAD, 92.8 FEET EAST OF THE EAST RAIL, KT0029'AND ABOUT LEVEL WITH THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1943 *********************************************************************** KS1943 DESIGNATION - K 1434 KS1943 PID - KS1943 KS1943 STATE/COUNTY- CA/BUTTE KS1943 USGS QUAD - SHIPPEE (1969) KS1943 KS1943 *CURRENT SURVEY CONTROL KS1943 ___________________________________________________________________ KS1943* NAD 83(1986)- 39 36 27. (N) 121 40 19. (W) SCALED KS1943* NAVD 88 - 59.996 (meters) 196.84 (feet) ADJUSTED KS1943 ___________________________________________________________________ KS1943 GEOID HEIGHT- -27.55 (meters) GEOID03 KS1943 DYNAMIC HT - 59.964 (meters) 196.73 (feet) COMP KS1943 MODELED GRAV- 980,088.6 (mgal) NAVD 88 KS1943 KS1943 VERT ORDER - FIRST CLASS II KS1943 KS1943.The horizontal coordinates were scaled from a topographic map and have KS1943.an estimated accuracy of +/- 6 seconds. KS1943 KS1943.The orthometric height was determined by differential leveling KS1943.and adjusted by the National Geodetic Survey in June 1991. KS1943 KS1943.The geoid height was determined by GEOID03. KS1943 KS1943.The dynamic height is computed by dividing the NAVD 88 KS1943.geopotential number by the normal gravity value computed on the KS1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1943.degrees latitude (g = 980.6199 gals.). KS1943 KS1943.The modeled gravity was interpolated from observed gravity values. KS1943 KS1943; North East Units Estimated Accuracy KS1943;SPC CA 2 - 715,500. 2,028,170. MT (+/- 180 meters Scaled) KS1943 KS1943 SUPERSEDED SURVEY CONTROL KS1943 KS1943.No superseded survey control is available for this station. KS1943 KS1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ140850(NAD 83) KS1943_MARKER: DV = VERTICAL CONTROL DISK KS1943_SETTING: 38 = ABUTMENT KS1943_STAMPING: K 1434 1988 KS1943_MARK LOGO: NGS KS1943_MAGNETIC: N = NO MAGNETIC MATERIAL KS1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1943+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1943 KS1943 HISTORY - Date Condition Report By KS1943 HISTORY - 1988 MONUMENTED NGS KS1943 HISTORY - 20040322 GOOD CADT KS1943 KS1943 STATION DESCRIPTION KS1943 KS1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1943'9.9 KM (6.15 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE KS1943'JUNCTION OF MONTGOMERY STREET IN OROVILLE, THENCE 5.3 KM (3.30 MI) KS1943'NORTHWESTERLY ALONG STATE HIGHWAY 149, IN TOP OF AND 0.4 M (1.3 FT) KS1943'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A KS1943'HIGHWAY BRIDGE SPANNING DRY CREEK, 6.0 M (19.7 FT) SOUTHWEST OF THE KS1943'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST KS1943'END OF THE BRIDGE, AND LEVEL WITH THE HIGHWAY. KS1943 KS1943 STATION RECOVERY (2004) KS1943 KS1943'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1943'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0853 *********************************************************************** KT0853 DESIGNATION - K 216 KT0853 PID - KT0853 KT0853 STATE/COUNTY- CA/GLENN KT0853 USGS QUAD - ELK CREEK (1968) KT0853 KT0853 *CURRENT SURVEY CONTROL KT0853 ___________________________________________________________________ KT0853* NAD 83(1986)- 39 30 54. (N) 122 31 47. (W) SCALED KT0853* NAVD 88 - 293.75 (+/-2cm) 963.7 (feet) VERTCON KT0853 ___________________________________________________________________ KT0853 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0853 KT0853 VERT ORDER - SECOND CLASS 0 (See Below) KT0853 KT0853.The horizontal coordinates were scaled from a topographic map and have KT0853.an estimated accuracy of +/- 6 seconds. KT0853 KT0853.The NAVD 88 height was computed by applying the VERTCON shift value to KT0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0853.The vertical order pertains to the NGVD 29 superseded value. KT0853 KT0853.The geoid height was determined by GEOID03. KT0853 KT0853; North East Units Estimated Accuracy KT0853;SPC CA 2 - 705,310. 1,954,450. MT (+/- 180 meters Scaled) KT0853 KT0853 SUPERSEDED SURVEY CONTROL KT0853 KT0853 NGVD 29 (??/??/92) 292.910 (m) 960.99 (f) ADJ UNCH 2 0 KT0853 KT0853.Superseded values are not recommended for survey control. KT0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0853.See file dsdata.txt to determine how the superseded data were derived. KT0853 KT0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ404740(NAD 83) KT0853_MARKER: DB = BENCH MARK DISK KT0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0853_STAMPING: K 216 1935 KT0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0853+STABILITY: SURFACE MOTION KT0853 KT0853 HISTORY - Date Condition Report By KT0853 HISTORY - 1935 MONUMENTED CGS KT0853 KT0853 STATION DESCRIPTION KT0853 KT0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0853'6.5 MI S FROM ELK CREEK. KT0853'6.5 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0853'COUNTY, 75 FEET SOUTHEAST OF A 24-INCH TREE BEARING THREE BLAZES, KT0853'34 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 10 FEET WEST KT0853'OF THE FENCE. A STANDARD DISK, STAMPED K 216 1935 AND SET IN KT0853'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0347 *********************************************************************** KT0347 DESIGNATION - K 381 KT0347 PID - KT0347 KT0347 STATE/COUNTY- CA/GLENN KT0347 USGS QUAD - LOGANDALE (1973) KT0347 KT0347 *CURRENT SURVEY CONTROL KT0347 ___________________________________________________________________ KT0347* NAD 83(1986)- 39 24 26. (N) 122 14 21. (W) SCALED KT0347* NAVD 88 - 36.29 (+/-2cm) 119.1 (feet) VERTCON KT0347 ___________________________________________________________________ KT0347 GEOID HEIGHT- -29.31 (meters) GEOID03 KT0347 KT0347 VERT ORDER - SECOND CLASS 0 (See Below) KT0347 KT0347.The horizontal coordinates were scaled from a topographic map and have KT0347.an estimated accuracy of +/- 6 seconds. KT0347 KT0347.The NAVD 88 height was computed by applying the VERTCON shift value to KT0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0347.The vertical order pertains to the NGVD 29 superseded value. KT0347 KT0347.The geoid height was determined by GEOID03. KT0347 KT0347; North East Units Estimated Accuracy KT0347;SPC CA 2 - 693,240. 1,979,400. MT (+/- 180 meters Scaled) KT0347 KT0347 SUPERSEDED SURVEY CONTROL KT0347 KT0347 NGVD 29 (??/??/92) 35.544 (m) 116.61 (f) ADJ UNCH 2 0 KT0347 KT0347.Superseded values are not recommended for survey control. KT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0347.See file dsdata.txt to determine how the superseded data were derived. KT0347 KT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ655622(NAD 83) KT0347_MARKER: DB = BENCH MARK DISK KT0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0347_STAMPING: K 381 1949 KT0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0347+STABILITY: SURFACE MOTION KT0347 KT0347 HISTORY - Date Condition Report By KT0347 HISTORY - 1949 MONUMENTED CGS KT0347 KT0347 STATION DESCRIPTION KT0347 KT0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0347'2.5 MI W FROM NORMAN. KT0347'2.5 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC CO. KT0347'RAILROAD STATION SIGN AT NORMAN, AT THE LIBERTY SCHOOL, 52.6 KT0347'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 48 1/2 KT0347'FEET NORTH OF THE CENTER LINE OF THE ROAD, 20.6 FEET EAST OF THE KT0347'CENTER OF A GATE ACROSS A SIDEWALK LEADING TO THE MAIN ENTRANCE TO KT0347'THE SCHOOL, 12 FEET SOUTHWEST OF AN ASH TREE, 6.6 FEET EAST OF A KT0347'POWER LINE POLE, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH KT0347'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 KT0347'FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1156 *********************************************************************** KS1156 DESIGNATION - K 847 KS1156 PID - KS1156 KS1156 STATE/COUNTY- CA/BUTTE KS1156 USGS QUAD - SHIPPEE (1969) KS1156 KS1156 *CURRENT SURVEY CONTROL KS1156 ___________________________________________________________________ KS1156* NAD 83(1986)- 39 31 47. (N) 121 40 22. (W) SCALED KS1156* NAVD 88 - 41.02 (+/-2cm) 134.6 (feet) VERTCON KS1156 ___________________________________________________________________ KS1156 GEOID HEIGHT- -27.82 (meters) GEOID03 KS1156 KS1156 VERT ORDER - FIRST CLASS II (See Below) KS1156 KS1156.The horizontal coordinates were scaled from a topographic map and have KS1156.an estimated accuracy of +/- 6 seconds. KS1156 KS1156.The NAVD 88 height was computed by applying the VERTCON shift value to KS1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1156.The vertical order pertains to the NGVD 29 superseded value. KS1156 KS1156.The geoid height was determined by GEOID03. KS1156 KS1156; North East Units Estimated Accuracy KS1156;SPC CA 2 - 706,860. 2,028,130. MT (+/- 180 meters Scaled) KS1156 KS1156 SUPERSEDED SURVEY CONTROL KS1156 KS1156 NGVD 29 (??/??/??) 40.318 (m) 132.28 (f) ADJUSTED 1 2 KS1156 KS1156.Superseded values are not recommended for survey control. KS1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1156.See file dsdata.txt to determine how the superseded data were derived. KS1156 KS1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ140764(NAD 83) KS1156_MARKER: DB = BENCH MARK DISK KS1156_SETTING: 36 = BRIDGE KS1156_STAMPING: K 847 1948 KS1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1156 KS1156 HISTORY - Date Condition Report By KS1156 HISTORY - 1948 MONUMENTED CGS KS1156 HISTORY - 20040322 MARK NOT FOUND CADT KS1156 KS1156 STATION DESCRIPTION KS1156 KS1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1156'1.8 MI NW FROM OROVILLE JUNCTION. KS1156'1.8 MILES NORTHWEST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM KS1156'OROVILLE JUNCTION, ABOUT 1.1 MILES SOUTHEAST OF SHIPPEE, ABOUT KS1156'3 POLES SOUTHEAST OF MILEPOST 167, AT RAILROAD BRIDGE 166.87 KS1156'OVER A CANAL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST KS1156'CONCRETE WINGWALL, 3.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND KS1156'ABOUT LEVEL WITH THE TRACKS. KS1156 KS1156 STATION RECOVERY (2004) KS1156 KS1156'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1156'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1089 *********************************************************************** KS1089 DESIGNATION - K 848 KS1089 PID - KS1089 KS1089 STATE/COUNTY- CA/BUTTE KS1089 USGS QUAD - NORD (1969) KS1089 KS1089 *CURRENT SURVEY CONTROL KS1089 ___________________________________________________________________ KS1089* NAD 83(1986)- 39 45 24. (N) 121 54 46. (W) SCALED KS1089* NAVD 88 - 46.698 (meters) 153.21 (feet) ADJUSTED KS1089 ___________________________________________________________________ KS1089 GEOID HEIGHT- -27.57 (meters) GEOID03 KS1089 DYNAMIC HT - 46.675 (meters) 153.13 (feet) COMP KS1089 MODELED GRAV- 980,133.4 (mgal) NAVD 88 KS1089 KS1089 VERT ORDER - FIRST CLASS II KS1089 KS1089.The horizontal coordinates were scaled from a topographic map and have KS1089.an estimated accuracy of +/- 6 seconds. KS1089 KS1089.The orthometric height was determined by differential leveling KS1089.and adjusted by the National Geodetic Survey in June 1991. KS1089 KS1089.The geoid height was determined by GEOID03. KS1089 KS1089.The dynamic height is computed by dividing the NAVD 88 KS1089.geopotential number by the normal gravity value computed on the KS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1089.degrees latitude (g = 980.6199 gals.). KS1089 KS1089.The modeled gravity was interpolated from observed gravity values. KS1089 KS1089; North East Units Estimated Accuracy KS1089;SPC CA 2 - 732,010. 2,007,470. MT (+/- 180 meters Scaled) KS1089 KS1089 SUPERSEDED SURVEY CONTROL KS1089 KS1089 NGVD 29 (??/??/??) 45.984 (m) 150.87 (f) ADJUSTED 1 2 KS1089 KS1089.Superseded values are not recommended for survey control. KS1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1089.See file dsdata.txt to determine how the superseded data were derived. KS1089 KS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK931013(NAD 83) KS1089_MARKER: DB = BENCH MARK DISK KS1089_SETTING: 36 = BRIDGE KS1089_STAMPING: K 848 1948 KS1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1089 KS1089 HISTORY - Date Condition Report By KS1089 HISTORY - 1948 MONUMENTED CGS KS1089 KS1089 STATION DESCRIPTION KS1089 KS1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1089'4.4 MI NW FROM CHICO. KS1089'ABOUT 4.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1089'FROM THE STATION AT CHICO, ABOUT 23.7 FETE NORTHWEST OF SIGNAL KS1089'NO. 1884, 5.8 FEET NORTHEAST OF THE NORTHEAST RAIL, SET ON TOP KS1089'AND AT THE SOUTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF KS1089'RAILROAD BRIDGE NO. 188.46 AND ABOUT 1 1/2 FEET BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0509 *********************************************************************** KT0509 DESIGNATION - K 851 KT0509 PID - KT0509 KT0509 STATE/COUNTY- CA/GLENN KT0509 USGS QUAD - LOGANDALE (1973) KT0509 KT0509 *CURRENT SURVEY CONTROL KT0509 ___________________________________________________________________ KT0509* NAD 83(1986)- 39 25 24. (N) 122 14 53. (W) SCALED KT0509* NAVD 88 - 39.18 (+/-2cm) 128.5 (feet) VERTCON KT0509 ___________________________________________________________________ KT0509 GEOID HEIGHT- -29.28 (meters) GEOID03 KT0509 KT0509 VERT ORDER - FIRST CLASS II (See Below) KT0509 KT0509.The horizontal coordinates were scaled from a topographic map and have KT0509.an estimated accuracy of +/- 6 seconds. KT0509 KT0509.The NAVD 88 height was computed by applying the VERTCON shift value to KT0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0509.The vertical order pertains to the NGVD 29 superseded value. KT0509 KT0509.The geoid height was determined by GEOID03. KT0509 KT0509; North East Units Estimated Accuracy KT0509;SPC CA 2 - 695,030. 1,978,640. MT (+/- 180 meters Scaled) KT0509 KT0509 SUPERSEDED SURVEY CONTROL KT0509 KT0509 NGVD 29 (??/??/92) 38.430 (m) 126.08 (f) ADJ UNCH 1 2 KT0509 KT0509.Superseded values are not recommended for survey control. KT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0509.See file dsdata.txt to determine how the superseded data were derived. KT0509 KT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ647640(NAD 83) KT0509_MARKER: DB = BENCH MARK DISK KT0509_SETTING: 36 = BRIDGE KT0509_STAMPING: K 851 1949 KT0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0509 KT0509 HISTORY - Date Condition Report By KT0509 HISTORY - 1949 MONUMENTED CGS KT0509 KT0509 STATION DESCRIPTION KT0509 KT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0509'9.3 MI S FROM WILLOWS. KT0509'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0509'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0509'6.6 MILES SOUTH ALONG COUNTY ROAD D, AT A HIGHWAY BRIDGE, 87 KT0509'FEET NORTH OF A POWER POLE, 17 FEET WEST OF A FENCE LINE, 12.5 KT0509'FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE KT0509'SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0183 *********************************************************************** KT0183 DESIGNATION - K 852 KT0183 PID - KT0183 KT0183 STATE/COUNTY- CA/GLENN KT0183 USGS QUAD - ORLAND (1978) KT0183 KT0183 *CURRENT SURVEY CONTROL KT0183 ___________________________________________________________________ KT0183* NAD 83(1986)- 39 41 50. (N) 122 11 43. (W) SCALED KT0183* NAVD 88 - 70.36 (+/-2cm) 230.8 (feet) VERTCON KT0183 ___________________________________________________________________ KT0183 GEOID HEIGHT- -28.58 (meters) GEOID03 KT0183 KT0183 VERT ORDER - FIRST CLASS II (See Below) KT0183 KT0183.The horizontal coordinates were scaled from a topographic map and have KT0183.an estimated accuracy of +/- 6 seconds. KT0183 KT0183.The NAVD 88 height was computed by applying the VERTCON shift value to KT0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0183.The vertical order pertains to the NGVD 29 superseded value. KT0183 KT0183.The geoid height was determined by GEOID03. KT0183 KT0183; North East Units Estimated Accuracy KT0183;SPC CA 2 - 725,430. 1,983,250. MT (+/- 180 meters Scaled) KT0183 KT0183 SUPERSEDED SURVEY CONTROL KT0183 KT0183 NGVD 29 (??/??/92) 69.614 (m) 228.39 (f) ADJ UNCH 1 2 KT0183 KT0183.Superseded values are not recommended for survey control. KT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0183.See file dsdata.txt to determine how the superseded data were derived. KT0183 KT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ689944(NAD 83) KT0183_MARKER: DB = BENCH MARK DISK KT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0183_STAMPING: K 852 1949 KT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0183+STABILITY: SURFACE MOTION KT0183 KT0183 HISTORY - Date Condition Report By KT0183 HISTORY - 1949 MONUMENTED CGS KT0183 KT0183 STATION DESCRIPTION KT0183 KT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0183'3.3 MI S FROM ORLAND. KT0183'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0183'STATION AT ORLAND, AT GRADE CROSSING NO. AE 162.0, 130 FEET KT0183'WEST OF THE GRADE CROSSING, 52 FEET SOUTHWEST OF THE SOUTHWEST KT0183'CORNER OF A LARGE WAREHOUSE, 23.5 FEET NORTH OF THE CENTER KT0183'LINE OF COUNTY ROAD NO. 25, 12.5 FEET WEST OF A POWER POLE, KT0183'2.2 FEET SOUTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE KT0183'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0800 *********************************************************************** KT0800 DESIGNATION - L 1066 KT0800 PID - KT0800 KT0800 STATE/COUNTY- CA/GLENN KT0800 USGS QUAD - CHROME (1968) KT0800 KT0800 *CURRENT SURVEY CONTROL KT0800 ___________________________________________________________________ KT0800* NAD 83(1986)- 39 39 28. (N) 122 33 15. (W) SCALED KT0800* NAVD 88 - 232.76 (+/-2cm) 763.6 (feet) VERTCON KT0800 ___________________________________________________________________ KT0800 GEOID HEIGHT- -28.91 (meters) GEOID03 KT0800 KT0800 VERT ORDER - FIRST CLASS II (See Below) KT0800 KT0800.The horizontal coordinates were scaled from a topographic map and have KT0800.an estimated accuracy of +/- 6 seconds. KT0800 KT0800.The NAVD 88 height was computed by applying the VERTCON shift value to KT0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0800.The vertical order pertains to the NGVD 29 superseded value. KT0800 KT0800.The geoid height was determined by GEOID03. KT0800 KT0800; North East Units Estimated Accuracy KT0800;SPC CA 2 - 721,180. 1,952,440. MT (+/- 180 meters Scaled) KT0800 KT0800 SUPERSEDED SURVEY CONTROL KT0800 KT0800 NGVD 29 (??/??/92) 231.929 (m) 760.92 (f) ADJ UNCH 1 2 KT0800 KT0800.Superseded values are not recommended for survey control. KT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0800.See file dsdata.txt to determine how the superseded data were derived. KT0800 KT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ382898(NAD 83) KT0800_MARKER: DB = BENCH MARK DISK KT0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0800_STAMPING: L 1066 1966 KT0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0800+STABILITY: SURFACE MOTION KT0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0800+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004 KT0800 KT0800 HISTORY - Date Condition Report By KT0800 HISTORY - 1966 MONUMENTED CGS KT0800 HISTORY - 20040328 GOOD CADT KT0800 KT0800 STATION DESCRIPTION KT0800 KT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0800'6.1 MI NW FROM ELK CREEK. KT0800'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0800'AT ELK CREEK, THENCE 1.6 MILES WEST ALONG COUNTY ROAD 307, KT0800'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST KT0800'OF A POWER POLE, 5.1 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF KT0800'A WITNESS POST, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND KT0800'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE KT0800'THE GROUND. KT0800 KT0800 STATION RECOVERY (2004) KT0800 KT0800'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0800'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0836 *********************************************************************** KT0836 DESIGNATION - L 1067 KT0836 PID - KT0836 KT0836 STATE/COUNTY- CA/TEHAMA KT0836 USGS QUAD - NEWVILLE (1973) KT0836 KT0836 *CURRENT SURVEY CONTROL KT0836 ___________________________________________________________________ KT0836* NAD 83(1986)- 39 49 33. (N) 122 34 36. (W) SCALED KT0836* NAVD 88 - 231.08 (+/-2cm) 758.1 (feet) VERTCON KT0836 ___________________________________________________________________ KT0836 GEOID HEIGHT- -28.83 (meters) GEOID03 KT0836 KT0836 VERT ORDER - FIRST CLASS II (See Below) KT0836 KT0836.The horizontal coordinates were scaled from a topographic map and have KT0836.an estimated accuracy of +/- 6 seconds. KT0836 KT0836.The NAVD 88 height was computed by applying the VERTCON shift value to KT0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0836.The vertical order pertains to the NGVD 29 superseded value. KT0836 KT0836.The geoid height was determined by GEOID03. KT0836 KT0836; North East Units Estimated Accuracy KT0836;SPC CA 1 - 554,850. 1,950,630. MT (+/- 180 meters Scaled) KT0836 KT0836 SUPERSEDED SURVEY CONTROL KT0836 KT0836 NGVD 29 (??/??/92) 230.223 (m) 755.32 (f) ADJ UNCH 1 2 KT0836 KT0836.Superseded values are not recommended for survey control. KT0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0836.See file dsdata.txt to determine how the superseded data were derived. KT0836 KT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK362085(NAD 83) KT0836_MARKER: DB = BENCH MARK DISK KT0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0836_STAMPING: L 1067 1966 KT0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0836+STABILITY: SURFACE MOTION KT0836 KT0836 HISTORY - Date Condition Report By KT0836 HISTORY - 1966 MONUMENTED CGS KT0836 KT0836 STATION DESCRIPTION KT0836 KT0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0836'5.5 MI SW FROM PASKENTA. KT0836'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0836'AT PASKENTA, THENCE 1.6 MILES SOUTH ALONG GARLAND ROAD, 0.05 KT0836'MILE NORTH OF A SMALL SUMMIT, 34 FEET EAST OF THE CENTER LINE OF KT0836'THE ROAD, 108 FEET NORTH OF THE CENTER OF THE EAST END OF AN KT0836'18-INCH PIPE CULVERT, 2.4 FEET WEST OF A FENCE, 1.7 FEET NORTH KT0836'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET KT0836'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0358 *********************************************************************** KT0358 DESIGNATION - L 1078 KT0358 PID - KT0358 KT0358 STATE/COUNTY- CA/GLENN KT0358 USGS QUAD - LOGANDALE (1973) KT0358 KT0358 *CURRENT SURVEY CONTROL KT0358 ___________________________________________________________________ KT0358* NAD 83(1986)- 39 28 59. (N) 122 11 33. (W) SCALED KT0358* NAVD 88 - 34.77 (+/-2cm) 114.1 (feet) VERTCON KT0358 ___________________________________________________________________ KT0358 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0358 KT0358 VERT ORDER - FIRST CLASS II (See Below) KT0358 KT0358.The horizontal coordinates were scaled from a topographic map and have KT0358.an estimated accuracy of +/- 6 seconds. KT0358 KT0358.The NAVD 88 height was computed by applying the VERTCON shift value to KT0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0358.The vertical order pertains to the NGVD 29 superseded value. KT0358 KT0358.The geoid height was determined by GEOID03. KT0358 KT0358; North East Units Estimated Accuracy KT0358;SPC CA 2 - 701,650. 1,983,440. MT (+/- 180 meters Scaled) KT0358 KT0358 SUPERSEDED SURVEY CONTROL KT0358 KT0358 NGVD 29 (??/??/92) 34.025 (m) 111.63 (f) ADJ UNCH 1 2 KT0358 KT0358.Superseded values are not recommended for survey control. KT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0358.See file dsdata.txt to determine how the superseded data were derived. KT0358 KT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694706(NAD 83) KT0358_MARKER: DB = BENCH MARK DISK KT0358_SETTING: 30 = CULVERT KT0358_STAMPING: L 1087 1967 KT0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0358 KT0358 HISTORY - Date Condition Report By KT0358 HISTORY - 1967 MONUMENTED CGS KT0358 KT0358 STATION DESCRIPTION KT0358 KT0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0358'2.6 MI S FROM WILLOWS. KT0358'2.55 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0358'FROM THE STATION AT WILLOWS, DIRECLTY OPPOSITE RAILROAD BRIDGE KT0358'147.29, IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE KT0358'EAST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT UNDER AN KT0358'ASPHALT ROAD, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 66.1 KT0358'FEET WEST OF THE WEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE KT0358'TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0536 *********************************************************************** KT0536 DESIGNATION - L 216 KT0536 PID - KT0536 KT0536 STATE/COUNTY- CA/GLENN KT0536 USGS QUAD - STONYFORD (1994) KT0536 KT0536 *CURRENT SURVEY CONTROL KT0536 ___________________________________________________________________ KT0536* NAD 83(1986)- 39 29 22. (N) 122 31 14. (W) SCALED KT0536* NAVD 88 - 306.43 (+/-2cm) 1005.3 (feet) VERTCON KT0536 ___________________________________________________________________ KT0536 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0536 KT0536 VERT ORDER - SECOND CLASS 0 (See Below) KT0536 KT0536.The horizontal coordinates were scaled from a topographic map and have KT0536.an estimated accuracy of +/- 6 seconds. KT0536 KT0536.The NAVD 88 height was computed by applying the VERTCON shift value to KT0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0536.The vertical order pertains to the NGVD 29 superseded value. KT0536 KT0536.The geoid height was determined by GEOID03. KT0536 KT0536; North East Units Estimated Accuracy KT0536;SPC CA 2 - 702,470. 1,955,220. MT (+/- 180 meters Scaled) KT0536 KT0536 SUPERSEDED SURVEY CONTROL KT0536 KT0536 NGVD 29 (??/??/92) 305.587 (m) 1002.58 (f) ADJ UNCH 2 0 KT0536 KT0536.Superseded values are not recommended for survey control. KT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0536.See file dsdata.txt to determine how the superseded data were derived. KT0536 KT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ412712(NAD 83) KT0536_MARKER: DB = BENCH MARK DISK KT0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0536_STAMPING: L 216 1935 KT0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0536+STABILITY: SURFACE MOTION KT0536 KT0536 HISTORY - Date Condition Report By KT0536 HISTORY - 1935 MONUMENTED CGS KT0536 KT0536 STATION DESCRIPTION KT0536 KT0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0536'8.5 MI S FROM ELK CREEK. KT0536'8.5 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN KT0536'COUNTY, 40 FEET SOUTH OF TWIN TREES, 26 FEET WEST OF THE KT0536'CENTERLINE OF THE ROAD, AND 19 FEET WEST OF A FENCE. A STANDARD KT0536'DISK, STAMPED L 216 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0093 *********************************************************************** KT0093 DESIGNATION - L 276 KT0093 PID - KT0093 KT0093 STATE/COUNTY- CA/TEHAMA KT0093 USGS QUAD - BLACK BUTTE DAM (1973) KT0093 KT0093 *CURRENT SURVEY CONTROL KT0093 ___________________________________________________________________ KT0093* NAD 83(1986)- 39 49 59. (N) 122 22 03. (W) SCALED KT0093* NAVD 88 - 157.56 (+/-2cm) 516.9 (feet) VERTCON KT0093 ___________________________________________________________________ KT0093 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0093 KT0093 VERT ORDER - SECOND CLASS 0 (See Below) KT0093 KT0093.The horizontal coordinates were scaled from a topographic map and have KT0093.an estimated accuracy of +/- 6 seconds. KT0093 KT0093.The NAVD 88 height was computed by applying the VERTCON shift value to KT0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0093.The vertical order pertains to the NGVD 29 superseded value. KT0093 KT0093.The geoid height was determined by GEOID03. KT0093 KT0093; North East Units Estimated Accuracy KT0093;SPC CA 1 - 555,560. 1,968,540. MT (+/- 180 meters Scaled) KT0093 KT0093 SUPERSEDED SURVEY CONTROL KT0093 KT0093 NGVD 29 (??/??/92) 156.760 (m) 514.30 (f) ADJ UNCH 2 0 KT0093 KT0093.Superseded values are not recommended for survey control. KT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0093.See file dsdata.txt to determine how the superseded data were derived. KT0093 KT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK541094(NAD 83) KT0093_MARKER: DB = BENCH MARK DISK KT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0093_STAMPING: L 276 1935 KT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0093+STABILITY: SURFACE MOTION KT0093 KT0093 HISTORY - Date Condition Report By KT0093 HISTORY - 1935 MONUMENTED CGS KT0093 HISTORY - 1942 GOOD NGS KT0093 KT0093 STATION DESCRIPTION KT0093 KT0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0093'13 MI S FROM HENLEYVILLE. KT0093'13.0 MILES SOUTH ALONG A ROAD AND A TRAIL FROM HENLEYVILLE, KT0093'TEHAMA COUNTY, 28 FEET SOUTHEAST OF THE NORTHEAST END OF A 22-INCH KT0093'TILE DRAIN UNDER THE ROAD, 16 FEET NORTHEAST OF THE CENTERLINE OF KT0093'THE ROAD, 1.5 FEET SOUTHWEST OF A FENCE LINE, AND NEAR A WHITE KT0093'WOODEN WITNESS POST. A STANDARD DISK, STAMPED L 276 1935 AND SET KT0093'IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1140 *********************************************************************** KS1140 DESIGNATION - L 380 KS1140 PID - KS1140 KS1140 STATE/COUNTY- CA/BUTTE KS1140 USGS QUAD - NELSON (1976) KS1140 KS1140 *CURRENT SURVEY CONTROL KS1140 ___________________________________________________________________ KS1140* NAD 83(1986)- 39 33 40. (N) 121 46 04. (W) SCALED KS1140* NAVD 88 - 37.164 (meters) 121.93 (feet) ADJUSTED KS1140 ___________________________________________________________________ KS1140 GEOID HEIGHT- -27.77 (meters) GEOID03 KS1140 DYNAMIC HT - 37.145 (meters) 121.87 (feet) COMP KS1140 MODELED GRAV- 980,118.3 (mgal) NAVD 88 KS1140 KS1140 VERT ORDER - FIRST CLASS II KS1140 KS1140.The horizontal coordinates were scaled from a topographic map and have KS1140.an estimated accuracy of +/- 6 seconds. KS1140 KS1140.The orthometric height was determined by differential leveling KS1140.and adjusted by the National Geodetic Survey in June 1991. KS1140 KS1140.The geoid height was determined by GEOID03. KS1140 KS1140.The dynamic height is computed by dividing the NAVD 88 KS1140.geopotential number by the normal gravity value computed on the KS1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1140.degrees latitude (g = 980.6199 gals.). KS1140 KS1140.The modeled gravity was interpolated from observed gravity values. KS1140 KS1140; North East Units Estimated Accuracy KS1140;SPC CA 2 - 710,320. 2,019,960. MT (+/- 180 meters Scaled) KS1140 KS1140 SUPERSEDED SURVEY CONTROL KS1140 KS1140 NGVD 29 (??/??/??) 36.453 (m) 119.60 (f) ADJUSTED 1 2 KS1140 KS1140.Superseded values are not recommended for survey control. KS1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1140.See file dsdata.txt to determine how the superseded data were derived. KS1140 KS1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ058797(NAD 83) KS1140_MARKER: DB = BENCH MARK DISK KS1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1140_STAMPING: L 380 1949 KS1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1140+STABILITY: SURFACE MOTION KS1140 KS1140 HISTORY - Date Condition Report By KS1140 HISTORY - 1949 MONUMENTED CGS KS1140 HISTORY - 20040322 MARK NOT FOUND CADT KS1140 KS1140 STATION DESCRIPTION KS1140 KS1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1140'0.5 MI N FROM NELSON. KS1140'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS1140'THE SIDING SIGN AT NELSON, IN LINE WITH A ROW OF TELEPHONE KS1140'POLES, 8 RAILS SOUTH OF BRIDGE NO. 172.08, 93 FEET WEST OF KS1140'MILEPOST 172, 44 1/2 FEET EAST OF THE CENTER LINE OF U.S. KS1140'HIGHWAY 99 E, 34.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, KS1140'ABOUT 5 FEET LOWER THAN THE TRACKS, 1.6 FEET NORTHWEST OF A KS1140'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KS1140'0.3 FOOT ABOVE THE GROUND. KS1140 KS1140 STATION RECOVERY (2004) KS1140 KS1140'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1140'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1048 *********************************************************************** KS1048 DESIGNATION - L 381 KS1048 PID - KS1048 KS1048 STATE/COUNTY- CA/BUTTE KS1048 USGS QUAD - GRIDLEY (1973) KS1048 KS1048 *CURRENT SURVEY CONTROL KS1048 ___________________________________________________________________ KS1048* NAD 83(1986)- 39 21 48. (N) 121 41 29. (W) SCALED KS1048* NAVD 88 - 29.420 (meters) 96.52 (feet) ADJUSTED KS1048 ___________________________________________________________________ KS1048 GEOID HEIGHT- -28.49 (meters) GEOID03 KS1048 DYNAMIC HT - 29.404 (meters) 96.47 (feet) COMP KS1048 MODELED GRAV- 980,072.2 (mgal) NAVD 88 KS1048 KS1048 VERT ORDER - FIRST CLASS II KS1048 KS1048.The horizontal coordinates were scaled from a topographic map and have KS1048.an estimated accuracy of +/- 6 seconds. KS1048 KS1048.The orthometric height was determined by differential leveling KS1048.and adjusted by the National Geodetic Survey in June 1991. KS1048 KS1048.The geoid height was determined by GEOID03. KS1048 KS1048.The dynamic height is computed by dividing the NAVD 88 KS1048.geopotential number by the normal gravity value computed on the KS1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1048.degrees latitude (g = 980.6199 gals.). KS1048 KS1048.The modeled gravity was interpolated from observed gravity values. KS1048 KS1048; North East Units Estimated Accuracy KS1048;SPC CA 2 - 688,390. 2,026,600. MT (+/- 180 meters Scaled) KS1048 KS1048 SUPERSEDED SURVEY CONTROL KS1048 KS1048 NGVD 29 (??/??/??) 28.724 (m) 94.24 (f) ADJUSTED 1 2 KS1048 KS1048.Superseded values are not recommended for survey control. KS1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1048.See file dsdata.txt to determine how the superseded data were derived. KS1048 KS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ127579(NAD 83) KS1048_MARKER: DB = BENCH MARK DISK KS1048_SETTING: 36 = FOUNDATION KS1048_STAMPING: L 381 1949 KS1048_MARK LOGO: CGS KS1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1048+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 KS1048 KS1048 HISTORY - Date Condition Report By KS1048 HISTORY - 1949 MONUMENTED CGS KS1048 HISTORY - 19880805 GOOD NGS KS1048 HISTORY - 20040420 GOOD CADT KS1048 KS1048 STATION DESCRIPTION KS1048 KS1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1048'AT GRIDLEY. KS1048'AT GRIDLEY, 117 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER KS1048'LINES OF WILSON AND LINCOLN STREETS, AT THE CITY WATER TANK, IN KS1048'THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG, 37 FEET NORTH KS1048'OF THE NORTH CURB OF WILSON STREET, AND ABOUT 3 FEET ABOVE THE KS1048'GROUND. KS1048 KS1048 STATION RECOVERY (1988) KS1048 KS1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1048'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. KS1048'CHANGE--WILSON STREET TO MAGNOLIA STREET. KS1048 KS1048 STATION RECOVERY (2004) KS1048 KS1048'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1048'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1090 *********************************************************************** KS1090 DESIGNATION - L 848 KS1090 PID - KS1090 KS1090 STATE/COUNTY- CA/BUTTE KS1090 USGS QUAD - NORD (1969) KS1090 KS1090 *CURRENT SURVEY CONTROL KS1090 ___________________________________________________________________ KS1090* NAD 83(1986)- 39 45 02. (N) 121 53 55. (W) SCALED KS1090* NAVD 88 - 48.459 (meters) 158.99 (feet) ADJUSTED KS1090 ___________________________________________________________________ KS1090 GEOID HEIGHT- -27.54 (meters) GEOID03 KS1090 DYNAMIC HT - 48.435 (meters) 158.91 (feet) COMP KS1090 MODELED GRAV- 980,133.4 (mgal) NAVD 88 KS1090 KS1090 VERT ORDER - FIRST CLASS II KS1090 KS1090.The horizontal coordinates were scaled from a topographic map and have KS1090.an estimated accuracy of +/- 6 seconds. KS1090 KS1090.The orthometric height was determined by differential leveling KS1090.and adjusted by the National Geodetic Survey in June 1991. KS1090 KS1090.The geoid height was determined by GEOID03. KS1090 KS1090.The dynamic height is computed by dividing the NAVD 88 KS1090.geopotential number by the normal gravity value computed on the KS1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1090.degrees latitude (g = 980.6199 gals.). KS1090 KS1090.The modeled gravity was interpolated from observed gravity values. KS1090 KS1090; North East Units Estimated Accuracy KS1090;SPC CA 2 - 731,340. 2,008,690. MT (+/- 180 meters Scaled) KS1090 KS1090 SUPERSEDED SURVEY CONTROL KS1090 KS1090 NGVD 29 (??/??/??) 47.746 (m) 156.65 (f) ADJUSTED 1 2 KS1090 KS1090.Superseded values are not recommended for survey control. KS1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1090.See file dsdata.txt to determine how the superseded data were derived. KS1090 KS1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK943006(NAD 83) KS1090_MARKER: DB = BENCH MARK DISK KS1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1090_STAMPING: L 848 1948 KS1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1090+STABILITY: SURFACE MOTION KS1090 KS1090 HISTORY - Date Condition Report By KS1090 HISTORY - 1948 MONUMENTED CGS KS1090 HISTORY - 19880713 MARK NOT FOUND NGS KS1090 KS1090 STATION DESCRIPTION KS1090 KS1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1090'3.5 MI NW FROM CHICO. KS1090'ABOUT 3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1090'FROM THE STATION AT CHICO, ABOUT 8 POLES SOUTHEAST OF A DIRT KS1090'ROAD CROSSING, AT THE NORTHEAST CORNER OF A SMALL ORCHARD, 48.8 KS1090'FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET EAST OF TELEPHONE POLE NO. KS1090'136, 1.5 FEET NORTH OF AN EAST WEST FENCE LINE, SET IN THE TOP KS1090'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. WITNESS KS1090'POST SET 3.8 FEET EAST OF THE STATION KS1090 KS1090 STATION RECOVERY (1988) KS1090 KS1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1090'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0510 *********************************************************************** KT0510 DESIGNATION - L 851 KT0510 PID - KT0510 KT0510 STATE/COUNTY- CA/GLENN KT0510 USGS QUAD - LOGANDALE (1973) KT0510 KT0510 *CURRENT SURVEY CONTROL KT0510 ___________________________________________________________________ KT0510* NAD 83(1986)- 39 26 11. (N) 122 14 54. (W) SCALED KT0510* NAVD 88 - 40.57 (+/-2cm) 133.1 (feet) VERTCON KT0510 ___________________________________________________________________ KT0510 GEOID HEIGHT- -29.25 (meters) GEOID03 KT0510 KT0510 VERT ORDER - FIRST CLASS II (See Below) KT0510 KT0510.The horizontal coordinates were scaled from a topographic map and have KT0510.an estimated accuracy of +/- 6 seconds. KT0510 KT0510.The NAVD 88 height was computed by applying the VERTCON shift value to KT0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0510.The vertical order pertains to the NGVD 29 superseded value. KT0510 KT0510.The geoid height was determined by GEOID03. KT0510 KT0510; North East Units Estimated Accuracy KT0510;SPC CA 2 - 696,480. 1,978,620. MT (+/- 180 meters Scaled) KT0510 KT0510 SUPERSEDED SURVEY CONTROL KT0510 KT0510 NGVD 29 (??/??/92) 39.818 (m) 130.64 (f) ADJ UNCH 1 2 KT0510 KT0510.Superseded values are not recommended for survey control. KT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0510.See file dsdata.txt to determine how the superseded data were derived. KT0510 KT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ646654(NAD 83) KT0510_MARKER: DB = BENCH MARK DISK KT0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0510_STAMPING: L 851 1949 KT0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0510+STABILITY: SURFACE MOTION KT0510 KT0510 HISTORY - Date Condition Report By KT0510 HISTORY - 1949 MONUMENTED CGS KT0510 KT0510 STATION DESCRIPTION KT0510 KT0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0510'8.4 MI S FROM WILLOWS. KT0510'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0510'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0510'5.7 MILES SOUTH ALONG COUNTY ROAD D, AT A T ROAD INTERSECTION, KT0510'51 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF KT0510'THE ROADS, 24.8 FEET NORTH OF A FENCE CORNER, 8.5 FEET NORTH KT0510'OF A TELEPHONE POLE, 1.6 FEET EAST OF A FENCE LINE, AND SET KT0510'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE KT0510'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0185 *********************************************************************** KT0185 DESIGNATION - L 852 KT0185 PID - KT0185 KT0185 STATE/COUNTY- CA/GLENN KT0185 USGS QUAD - ORLAND (1978) KT0185 KT0185 *CURRENT SURVEY CONTROL KT0185 ___________________________________________________________________ KT0185* NAD 83(1986)- 39 43 33. (N) 122 11 44. (W) SCALED KT0185* NAVD 88 - 74.50 (+/-2cm) 244.4 (feet) VERTCON KT0185 ___________________________________________________________________ KT0185 GEOID HEIGHT- -28.54 (meters) GEOID03 KT0185 KT0185 VERT ORDER - FIRST CLASS II (See Below) KT0185 KT0185.The horizontal coordinates were scaled from a topographic map and have KT0185.an estimated accuracy of +/- 6 seconds. KT0185 KT0185.The NAVD 88 height was computed by applying the VERTCON shift value to KT0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0185.The vertical order pertains to the NGVD 29 superseded value. KT0185 KT0185.The geoid height was determined by GEOID03. KT0185 KT0185; North East Units Estimated Accuracy KT0185;SPC CA 2 - 728,600. 1,983,240. MT (+/- 180 meters Scaled) KT0185 KT0185 SUPERSEDED SURVEY CONTROL KT0185 KT0185 NGVD 29 (??/??/92) 73.746 (m) 241.95 (f) ADJ UNCH 1 2 KT0185 KT0185.Superseded values are not recommended for survey control. KT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0185.See file dsdata.txt to determine how the superseded data were derived. KT0185 KT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ689976(NAD 83) KT0185_MARKER: DB = BENCH MARK DISK KT0185_SETTING: 36 = CANAL KT0185_STAMPING: L 852 1949 KT0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0185 KT0185 HISTORY - Date Condition Report By KT0185 HISTORY - 1949 MONUMENTED CGS KT0185 HISTORY - 1955 GOOD NGS KT0185 KT0185 STATION DESCRIPTION KT0185 KT0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0185'1.3 MI S FROM ORLAND. KT0185'1.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0185'STATION AT ORLAND, AT MILE POST NO. 164, 120 FEET SOUTHEAST KT0185'OF GRADE CROSSING NO. AE 164.0, 150 FEET NORTHEAST OF MILE KT0185'POST NO. 164, 60 FEET EAST OF THE CENTER LINE OF THE TRACKS, KT0185'23.5 FEET NORTHEAST OF A POWER POLE, 10.3 FEET EAST OF THE KT0185'EAST RIGHT-OF-WAY FENCE, AND SET IN THE CENTER OF THE WEST KT0185'CONCRETE HEADWALL OF AN IRRIGATION CANAL GATE. KT0185 KT0185 STATION RECOVERY (1955) KT0185 KT0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 KT0185'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0332 *********************************************************************** KT0332 DESIGNATION - LENA KT0332 PID - KT0332 KT0332 STATE/COUNTY- CA/COLUSA KT0332 USGS QUAD - MAXWELL (1994) KT0332 KT0332 *CURRENT SURVEY CONTROL KT0332 ___________________________________________________________________ KT0332* NAD 83(1992)- 39 20 30.05818(N) 122 11 29.98581(W) ADJUSTED KT0332* NAVD 88 - 32.12 (+/-2cm) 105.4 (feet) VERTCON KT0332 ___________________________________________________________________ KT0332 EPOCH DATE - 1991.35 KT0332 LAPLACE CORR- 2.41 (seconds) DEFLEC99 KT0332 GEOID HEIGHT- -29.43 (meters) GEOID03 KT0332 KT0332 HORZ ORDER - FIRST KT0332 VERT ORDER - FIRST CLASS II (See Below) KT0332 KT0332.The horizontal coordinates were established by classical geodetic methods KT0332.and adjusted by the National Geodetic Survey in March 1994. KT0332.The horizontal coordinates are valid at the epoch date displayed above. KT0332.The epoch date for horizontal control is a decimal equivalence KT0332.of Year/Month/Day. KT0332 KT0332.The NAVD 88 height was computed by applying the VERTCON shift value to KT0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0332.The vertical order pertains to the NGVD 29 superseded value. KT0332 KT0332.The Laplace correction was computed from DEFLEC99 derived deflections. KT0332 KT0332.The geoid height was determined by GEOID03. KT0332 KT0332; North East Units Scale Factor Converg. KT0332;SPC CA 2 - 685,954.515 1,983,478.353 MT 0.99992470 -0 07 15.0 KT0332;SPC CA 2 - 2,250,502.44 6,507,461.90 sFT 0.99992470 -0 07 15.0 KT0332;UTM 10 - 4,355,006.122 569,657.906 MT 0.99965974 +0 30 44.9 KT0332 KT0332! - Elev Factor x Scale Factor = Combined Factor KT0332!SPC CA 2 - 0.99999958 x 0.99992470 = 0.99992428 KT0332!UTM 10 - 0.99999958 x 0.99965974 = 0.99965932 KT0332 KT0332: Primary Azimuth Mark Grid Az KT0332:SPC CA 2 - LENA AZ MK 000 23 51.4 KT0332:UTM 10 - LENA AZ MK 359 45 51.5 KT0332 KT0332|---------------------------------------------------------------------| KT0332| PID Reference Object Distance Geod. Az | KT0332| dddmmss.s | KT0332| DB5340 LENA AZ MK 0001636.4 | KT0332| KT1832 LENA RM 3 27.467 METERS 11057 | KT0332| KT0331 LENA RM 1 12.235 METERS 22516 | KT0332| KT0333 LENA RM 2 26.053 METERS 34644 | KT0332|---------------------------------------------------------------------| KT0332 KT0332 SUPERSEDED SURVEY CONTROL KT0332 KT0332 NAD 83(1986)- 39 20 30.05105(N) 122 11 29.98017(W) AD(1984.00) 1 KT0332 NAD 27 - 39 20 30.46050(N) 122 11 26.06020(W) AD( ) 1 KT0332 NGVD 29 (??/??/92) 31.374 (m) 102.93 (f) ADJ UNCH 1 2 KT0332 KT0332.Superseded values are not recommended for survey control. KT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0332.See file dsdata.txt to determine how the superseded data were derived. KT0332 KT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6965855006(NAD 83) KT0332_MARKER: DS = TRIANGULATION STATION DISK KT0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0332_STAMPING: LENA 1959 KT0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0332+STABILITY: SURFACE MOTION KT0332 KT0332 HISTORY - Date Condition Report By KT0332 HISTORY - 1959 MONUMENTED CGS KT0332 HISTORY - 1967 SEE DESCRIPTION CGS KT0332 HISTORY - 1967 GOOD NGS KT0332 HISTORY - 1971 SEE DESCRIPTION NGS KT0332 HISTORY - 1971 GOOD NGS KT0332 HISTORY - 20040415 MARK NOT FOUND CADT KT0332 KT0332 STATION DESCRIPTION KT0332 KT0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) KT0332'THE STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE, NORTH OF KT0332'MAXWELL, AND 0.6 MILE NORTH OF LENAHAN ROAD. KT0332' KT0332'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT KT0332'IN MAXWELL, GO NORTH ON U.S. HIGHWAY 99W FOR 4.55 MILES TO KT0332'TELEPHONE POLE NUMBER 2340 ON THE RIGHT AND THE STATION. KT0332' KT0332'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED LENA 1959, KT0332'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH KT0332'PROJECTS 6 INCHES ABOVE GROUND LEVEL. MARK IS 17 FEET WEST OF KT0332'THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 46 FEET EAST OF KT0332'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W, AND 6 FEET KT0332'WEST-NORTHWEST OF A METAL WITNESS POST. KT0332' KT0332'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED KT0332'LENA NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE KT0332'MONUMENT, WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL. MARK IS KT0332'24 FEET EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY KT0332'99W, AND 16 INCHES EAST-NORTHEAST OF A TELEPHONE POLE. KT0332' KT0332'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED KT0332'LENA NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE KT0332'MONUMENT, WHICH PROJECTS 8 INCHES ABOVE GROUND LEVEL. MARK IS KT0332'33 FEET EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY KT0332'99W, AND 20 INCHES SOUTH-SOUTHEAST OF A TELEPHONE POLE. KT0332' KT0332'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED LENA 1959, KT0332'SET IN CEMENT IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A KT0332'CONCRETE BASE OF BLOCK SIGNAL NUMBER 1380. MARK IS 129 FEET KT0332'NORTH OF A RAILROAD CROSSING, AND 6 FEET EAST OF THE EAST RAIL KT0332'OF THE SOUTHERN PACIFIC RAILROAD. KT0332' KT0332'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. KT0332'HIGHWAY 99W FOR 0.5 MILE TO THE MARK ON THE RIGHT AT A RAILROAD KT0332'BLOCK SIGNAL. KT0332 KT0332 STATION RECOVERY (1967) KT0332 KT0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) KT0332'THE STATION, REFERENCE MARKS 1,2 AND THE AZIMUTH WERE RECOVERED KT0332'IN GOOD CONDITION AND LEVELED OVER. KT0332' KT0332'TO REACH FROM THE INTERSECTION OF OAK STREET AND THE SOUTHERN KT0332'PACIFIC COMPANY RAILROAD IN MAXWELL, GO 4.55 MILES NORTH ALONG KT0332'THE RAILROAD. KT0332' KT0332'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KT0332'LENA 1959. 136-1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY KT0332'TO A HOUSE, 19.5 FEET WEST OF THE WEST RAIL, 58 FEET EAST OF KT0332'THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHEAST OF TELEPHONE KT0332'POLE 2340, IN A CONCRETE POST. KT0332' KT0332'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED LENA NO 1 KT0332'1959. 40.10 FEET SOUTHWEST OF THE STATION, IN A CONCRETE POST. KT0332' KT0332'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED LENA NO 2 KT0332'1959. 85.49 FEET NORTH-NORTHWEST OF THE STATION, IN A CONCRETE KT0332'POST. KT0332' KT0332'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED LENA KT0332'1959. 0.5 MILE SOUTH OF THE STATION, IN THE TOP OF THE SOUTHWEST KT0332'CORNER OF THE CONCRETE BASE OF SEMAPHORE 1380, 3 RAILS NORTH KT0332'OF THE CROSSING OF DELEVAN ROAD, 6.8 FEET EAST OF THE EAST RAIL, KT0332'AND ABOUT LEVEL WITH THE TRACK. KT0332' KT0332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0332'4-1/2 MILES NORTH OF MAXWELL. KT0332 KT0332 STATION RECOVERY (1967) KT0332 KT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0332'4.6 MI N FROM MAXWELL. KT0332'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE KT0332'CROSSING OF OAK STREET AT MAXWELL, 136 1/2 FEET SOUTH OF THE KT0332'EXTENDED CENTER LINE OF A DRIVEWAY WEST TO A HOUSE, 19.5 FEET KT0332'WEST OF THE WEST RAIL, 58 FEET EAST OF THE CENTER LINE OF THE KT0332'HIGHWAY, 40.10 FEET NORTHEAST OF R.M. 1, 85.49 FEET SOUTH-SOUTHEAST KT0332'OF R.M. 2, 41 FEET NORTHEAST OF TELEPHONE POLE 2340, ABOUT 2 KT0332'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE KT0332'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. KT0332 KT0332 STATION RECOVERY (1971) KT0332 KT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT0332'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK KT0332'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. A SMALLER ANGLE KT0332'OF 5 MINUTES AND A SHORTER DISTANCE OF 0.012 METER WERE NOTED AND KT0332'VERIFIED TO REFERENCE MARK 1. THE DISTANCE AND DIRECTION TO KT0332'REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1959 KT0332'OBSERVATIONS. DUE TO THE STATION MARK BEING TO CLOSE TO THE KT0332'RAILROAD TRACK TO BUILD A TOWER OVER IT, A NEW REFERENCE MARK 3 KT0332'WITH AN UNDERGROUND DISK WAS ESTABLISHED AND OCCUPIED AT THIS KT0332'TIME. A COMPLETE NEW DESCRIPTION FOLLOWS-- KT0332' KT0332'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF PRINCETON, KT0332'5 MILES NORTH OF MAXWELL AND ON SOUTHERN PACIFIC COMPANY RAILROAD KT0332'RIGHT-OF-WAY. KT0332' KT0332'TO REACH THE STATION FROM THE POST OFFICE IN MAXWELL GO EAST ON KT0332'OAK STREET FOR 0.2 MILE TO THE INTERSECTION OF BUSINESS LOOP KT0332'5. TURN LEFT AND GO NORTH ON BUSINESS LOOP 5 FOR 2.5 MILES TO KT0332'AN OVERPASS ON INTERSTATE HIGHWAY 5. CONTINUE NORTH ON ROAD 99W KT0332'FOR 1.55 MILES TO THE INTERSECTION OF LENAHAN ROAD. CONTINUE KT0332'NORTH ON ROAD 99W FOR 0.5 MILE TO THE STATION ON THE RIGHT. KT0332' KT0332'THE STATION MARK IS A STANDARD DISK STAMPED LENA 1959, SET IN KT0332'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 KT0332'INCHES ABOVE THE GROUND SURFACE. IT IS 58 FEET EAST OF THE CENTER KT0332'OF ROAD 99W, 19.5 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK KT0332'AND 6 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN. KT0332'NOTE 1A7A KT0332' KT0332'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LENA NO 1 1959, SET KT0332'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT0332'4 INCHES ABOVE THE GROUND SURFACE. IT IS 48 FEET WEST OF THE KT0332'WEST RAIL OF A RAILROAD TRACK, 38.5 FEET SOUTHWEST OF A METAL KT0332'WITNESS POST WITH SIGN, 29 FEET EAST OF THE CENTER OF ROAD 99W KT0332'AND 1 FOOT EAST-NORTHEAST OF POWER POLE NUMBER 2340. NOTE 11A KT0332' KT0332'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LENA NO 2 1959, SET KT0332'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH KT0332'WITH THE GROUND SURFACE. IT IS 39 FEET WEST OF THE WEST RAIL KT0332'OF A RAILROAD TRACK, 38 FEET EAST OF THE CENTER OF ROAD 99W AND KT0332'1 FOOT NORTHEAST OF A TELEGRAPH POLE. NOTE 11A KT0332' KT0332'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED LENA 1959 NO 3 1971, KT0332'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT KT0332'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE KT0332'GROUND SURFACE. IT IS 65 FEET EAST OF THE EAST RAIL OF A KT0332'RAILROAD TRACK, 15.5 FEET SOUTHWEST OF A FENCE CORNER AND 13 KT0332'FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN. THE KT0332'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND KT0332'SURFACE. NOTE 11A DESC KT0332' KT0332'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LENA 1959, CEMENTED KT0332'IN A DRILL HOLE IN THE CONCRETE BASE OF BLOCK SIGNAL NUMBER KT0332'1380. IT IS 30 FEET WEST OF A TELEGRAPH POLE, 19 FEET EAST OF KT0332'BLOCK SIGNAL NUMBER 1381 AND 6 FEET EAST OF THE EAST RAIL OF KT0332'THE RAIL ROAD TRACK. NOTE DESC KT0332' KT0332'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON KT0332'ROAD 99W FOR 0.55 MILE TO THE MARK AS DESCRIBED. KT0332' KT0332'THE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL. KT0332' KT0332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0332'5 MILES NORTH OF MAXWELL. KT0332 KT0332 STATION RECOVERY (1971) KT0332 KT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0332'RECOVERED IN GOOD CONDITION. KT0332 KT0332 STATION RECOVERY (2004) KT0332 KT0332'RECOVERY NOTE BY CALTRANS 2004 (DWM) KT0332'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0335 *********************************************************************** KT0335 DESIGNATION - LENA AZ KT0335 PID - KT0335 KT0335 STATE/COUNTY- CA/COLUSA KT0335 USGS QUAD - MAXWELL (1994) KT0335 KT0335 *CURRENT SURVEY CONTROL KT0335 ___________________________________________________________________ KT0335* NAD 83(1986)- 39 20 56. (N) 122 11 30. (W) SCALED KT0335* NAVD 88 - 29.52 (+/-2cm) 96.9 (feet) VERTCON KT0335 ___________________________________________________________________ KT0335 GEOID HEIGHT- -29.41 (meters) GEOID03 KT0335 KT0335 VERT ORDER - FIRST CLASS II (See Below) KT0335 KT0335.The horizontal coordinates were scaled from a topographic map and have KT0335.an estimated accuracy of +/- 6 seconds. KT0335 KT0335.The NAVD 88 height was computed by applying the VERTCON shift value to KT0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0335.The vertical order pertains to the NGVD 29 superseded value. KT0335 KT0335.The geoid height was determined by GEOID03. KT0335 KT0335; North East Units Estimated Accuracy KT0335;SPC CA 2 - 686,750. 1,983,480. MT (+/- 180 meters Scaled) KT0335 KT0335 SUPERSEDED SURVEY CONTROL KT0335 KT0335 NGVD 29 (??/??/92) 28.775 (m) 94.41 (f) ADJ UNCH 1 2 KT0335 KT0335.Superseded values are not recommended for survey control. KT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0335.See file dsdata.txt to determine how the superseded data were derived. KT0335 KT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696558(NAD 83) KT0335_MARKER: DZ = AZIMUTH MARK DISK KT0335_SETTING: 30 = BASE KT0335_STAMPING: LENA 1959 KT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0335 KT0335 HISTORY - Date Condition Report By KT0335 HISTORY - 1959 MONUMENTED CGS KT0335 HISTORY - 1967 GOOD NGS KT0335 HISTORY - 1971 GOOD NGS KT0335 KT0335 STATION DESCRIPTION KT0335 KT0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0335'5 MI N FROM MAXWELL. KT0335'5.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0335'THE CROSSING OF OAK STREET AT MAXWELL, 3 RAILS NORTH OF THE KT0335'CROSSING OF DELEVAN ROAD, IN THE TOP OF THE SOUTHWEST CORNER OF KT0335'THE CONCRETE BASE OF SEMAPHORE 1380, 6.8 FEET EAST OF THE EAST KT0335'RAIL, AND ABOUT LEVEL WITH THE TRACK. KT0335 KT0335 STATION RECOVERY (1971) KT0335 KT0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0335'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0331 *********************************************************************** KT0331 DESIGNATION - LENA RM 1 KT0331 PID - KT0331 KT0331 STATE/COUNTY- CA/COLUSA KT0331 USGS QUAD - MAXWELL (1994) KT0331 KT0331 *CURRENT SURVEY CONTROL KT0331 ___________________________________________________________________ KT0331* NAD 83(1986)- 39 20 30. (N) 122 11 30. (W) SCALED KT0331* NAVD 88 - 31.74 (+/-2cm) 104.1 (feet) VERTCON KT0331 ___________________________________________________________________ KT0331 GEOID HEIGHT- -29.43 (meters) GEOID03 KT0331 KT0331 VERT ORDER - FIRST CLASS II (See Below) KT0331 KT0331.The horizontal coordinates were scaled from a topographic map and have KT0331.an estimated accuracy of +/- 6 seconds. KT0331 KT0331.The NAVD 88 height was computed by applying the VERTCON shift value to KT0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0331.The vertical order pertains to the NGVD 29 superseded value. KT0331 KT0331.The geoid height was determined by GEOID03. KT0331 KT0331; North East Units Estimated Accuracy KT0331;SPC CA 2 - 685,950. 1,983,480. MT (+/- 180 meters Scaled) KT0331 KT0331 SUPERSEDED SURVEY CONTROL KT0331 KT0331 NGVD 29 (??/??/92) 30.993 (m) 101.68 (f) ADJ UNCH 1 2 KT0331 KT0331.Superseded values are not recommended for survey control. KT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0331.See file dsdata.txt to determine how the superseded data were derived. KT0331 KT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696550(NAD 83) KT0331_MARKER: DR = REFERENCE MARK DISK KT0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0331_STAMPING: LENA NO 1 1959 KT0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0331+STABILITY: SURFACE MOTION KT0331 KT0331 HISTORY - Date Condition Report By KT0331 HISTORY - 1959 MONUMENTED CGS KT0331 HISTORY - 1967 GOOD NGS KT0331 HISTORY - 1971 GOOD NGS KT0331 HISTORY - 20040427 MARK NOT FOUND CADT KT0331 KT0331 STATION DESCRIPTION KT0331 KT0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0331'4.6 MI N FROM MAXWELL. KT0331'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0331'THE CROSSING OF OAK STREET AT MAXWELL, 165 1/2 FEET SOUTH OF THE KT0331'EXTENDED CENTER LINE OF A DRIVEWAY WEST TO A HOUSE, 48.2 FEET KT0331'WEST OF THE WEST RAIL, 29 FEET EAST OF THE CENTER LINE OF THE KT0331'HIGHWAY, 40.10 FEET SOUTHWEST OF THE STATION, 1 1/2 FEET KT0331'EAST-NORTHEAST OF TELEPHONE POLE 2340, ABOUT 2 FEET HIGHER THAN THE KT0331'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT KT0331'ABOVE THE GROUND. KT0331 KT0331 STATION RECOVERY (1971) KT0331 KT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0331'RECOVERED IN GOOD CONDITION. KT0331 KT0331 STATION RECOVERY (2004) KT0331 KT0331'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0331'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0333 *********************************************************************** KT0333 DESIGNATION - LENA RM 2 KT0333 PID - KT0333 KT0333 STATE/COUNTY- CA/COLUSA KT0333 USGS QUAD - MAXWELL (1994) KT0333 KT0333 *CURRENT SURVEY CONTROL KT0333 ___________________________________________________________________ KT0333* NAD 83(1986)- 39 20 30. (N) 122 11 30. (W) SCALED KT0333* NAVD 88 - 31.62 (+/-2cm) 103.7 (feet) VERTCON KT0333 ___________________________________________________________________ KT0333 GEOID HEIGHT- -29.43 (meters) GEOID03 KT0333 KT0333 VERT ORDER - FIRST CLASS II (See Below) KT0333 KT0333.The horizontal coordinates were scaled from a topographic map and have KT0333.an estimated accuracy of +/- 6 seconds. KT0333 KT0333.The NAVD 88 height was computed by applying the VERTCON shift value to KT0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0333.The vertical order pertains to the NGVD 29 superseded value. KT0333 KT0333.The geoid height was determined by GEOID03. KT0333 KT0333; North East Units Estimated Accuracy KT0333;SPC CA 2 - 685,950. 1,983,480. MT (+/- 180 meters Scaled) KT0333 KT0333 SUPERSEDED SURVEY CONTROL KT0333 KT0333 NGVD 29 (??/??/92) 30.869 (m) 101.28 (f) ADJ UNCH 1 2 KT0333 KT0333.Superseded values are not recommended for survey control. KT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0333.See file dsdata.txt to determine how the superseded data were derived. KT0333 KT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696550(NAD 83) KT0333_MARKER: DR = REFERENCE MARK DISK KT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0333_STAMPING: LENA NO 2 1959 KT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0333+STABILITY: SURFACE MOTION KT0333 KT0333 HISTORY - Date Condition Report By KT0333 HISTORY - 1959 MONUMENTED CGS KT0333 HISTORY - 1967 GOOD NGS KT0333 HISTORY - 1971 GOOD NGS KT0333 HISTORY - 20040427 MARK NOT FOUND CADT KT0333 KT0333 STATION DESCRIPTION KT0333 KT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0333'4.6 MI N FROM MAXWELL. KT0333'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0333'THE CROSSING OF OAK STREET AT MAXWELL, 54 1/2 FEET SOUTH OF THE KT0333'EXTENDED CENTER LINE OF THE SOUTH DRIVEWAY WEST TO A HOUSE, 38.5 KT0333'FEET WEST OF THE WEST RAIL, 38 1/2 FEET EAST OF THE CENTER LINE KT0333'OF THE HIGHWAY, 85.49 FEET NORTH-NORTHWEST OF THE STATION, 1 FOOT KT0333'NORTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT HIGHER THAN THE KT0333'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE KT0333'GROUND. KT0333 KT0333 STATION RECOVERY (1971) KT0333 KT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0333'RECOVERED IN GOOD CONDITION. KT0333 KT0333 STATION RECOVERY (2004) KT0333 KT0333'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0333'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT1832 *********************************************************************** KT1832 DESIGNATION - LENA RM 3 KT1832 PID - KT1832 KT1832 STATE/COUNTY- CA/COLUSA KT1832 USGS QUAD - MAXWELL (1994) KT1832 KT1832 *CURRENT SURVEY CONTROL KT1832 ___________________________________________________________________ KT1832* NAD 83(1992)- 39 20 29.73974(N) 122 11 28.91462(W) ADJUSTED KT1832* NAVD 88 - 31.04 (+/-2cm) 101.8 (feet) VERTCON KT1832 ___________________________________________________________________ KT1832 EPOCH DATE - 1991.35 KT1832 LAPLACE CORR- 2.43 (seconds) DEFLEC99 KT1832 GEOID HEIGHT- -29.43 (meters) GEOID03 KT1832 KT1832 HORZ ORDER - FIRST KT1832 VERT ORDER - THIRD ? (See Below) KT1832 KT1832.The horizontal coordinates were established by classical geodetic methods KT1832.and adjusted by the National Geodetic Survey in March 1994. KT1832.The horizontal coordinates are valid at the epoch date displayed above. KT1832.The epoch date for horizontal control is a decimal equivalence KT1832.of Year/Month/Day. KT1832 KT1832.The NAVD 88 height was computed by applying the VERTCON shift value to KT1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT1832.The vertical order pertains to the NGVD 29 superseded value. KT1832 KT1832.The Laplace correction was computed from DEFLEC99 derived deflections. KT1832 KT1832.The geoid height was determined by GEOID03. KT1832 KT1832; North East Units Scale Factor Converg. KT1832;SPC CA 2 - 685,944.641 1,983,503.982 MT 0.99992470 -0 07 14.3 KT1832;SPC CA 2 - 2,250,470.04 6,507,545.98 sFT 0.99992470 -0 07 14.3 KT1832;UTM 10 - 4,354,996.534 569,683.636 MT 0.99965979 +0 30 45.5 KT1832 KT1832! - Elev Factor x Scale Factor = Combined Factor KT1832!SPC CA 2 - 0.99999975 x 0.99992470 = 0.99992445 KT1832!UTM 10 - 0.99999975 x 0.99965979 = 0.99965954 KT1832 KT1832: Primary Azimuth Mark Grid Az KT1832:SPC CA 2 - LENA AZ MK 358 40 16.6 KT1832:UTM 10 - LENA AZ MK 358 02 16.8 KT1832 KT1832|---------------------------------------------------------------------| KT1832| PID Reference Object Distance Geod. Az | KT1832| dddmmss.s | KT1832| KT0331 LENA RM 1 34.369 METERS 27202 | KT1832| KT0332 LENA 27.467 METERS 29057 | KT1832| KT0333 LENA RM 2 47.329 METERS 31803 | KT1832| DB5340 LENA AZ MK 3583302.3 | KT1832|---------------------------------------------------------------------| KT1832 KT1832 SUPERSEDED SURVEY CONTROL KT1832 KT1832 NAD 83(1986)- 39 20 29.73261(N) 122 11 28.90897(W) AD(1984.00) 1 KT1832 NAD 27 - 39 20 30.14197(N) 122 11 24.98883(W) AD( ) 1 KT1832 NGVD 29 (07/19/86) 30.29 (m) 99.4 (f) LEVELING 3 KT1832 KT1832.Superseded values are not recommended for survey control. KT1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1832.See file dsdata.txt to determine how the superseded data were derived. KT1832 KT1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6968454997(NAD 83) KT1832_MARKER: DR = REFERENCE MARK DISK KT1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1832 KT1832 HISTORY - Date Condition Report By KT1832 HISTORY - 1971 MONUMENTED NGS KT1832 KT1832 STATION DESCRIPTION KT1832 KT1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT1832'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF PRINCETON, KT1832'5 MILES NORTH OF MAXWELL AND ON PROPERTY OWNED BY MR. TONEY KT1832'DEWIT, MAXWELL CALIFORNIA. HE LIVES AT THE FARM MENTIONED IN KT1832'THE TO REACH. KT1832' KT1832'TO REACH THE STATION FROM THE POST OFFICE IN MAXWELL GO EAST ON KT1832'OAK STREET FOR 0.2 MILE TO THE INTERSECTION OF BUSINESS LOOP KT1832'5. TURN LEFT AND GO NORTH ON BUSINESS LOOP 5 FOR 2.5 MILES TO KT1832'AN OVERPASS ON INTERSTATE HIGHWAY 5. CONTINUE NORTH ON ROAD 99W KT1832'FOR 1.55 MILES TO THE INTERSECTION OF LENAHAN ROAD. (TO REACH KT1832'THE AZIMUTH MARK CONTINUE NORTH ON ROAD 99W FOR 1.05 MILES TO KT1832'THE MARK ON THE RIGHT.) TURN RIGHT AND GO EAST ON LENAHAN KT1832'ROAD FOR 0.45 MILE TO A CROSSROAD. TURN LEFT AND GO NORTH KT1832'ON THE GRAVELED ROAD FOR 0.55 MILE TO A GATE AT THE END OF KT1832'THE ROAD AT FARM YARD. PASS THROUGH THE GATE, TURN LEFT AND KT1832'GO WEST ON THE TRACK ROAD FOR 0.05 MILE TO A GATE. PASS KT1832'THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.15 KT1832'MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE WEST KT1832'ON THE TRACK ROAD FOR 0.25 MILE TO THE STATION IN A FENCE KT1832'CORNER. KT1832' KT1832'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED KT1832'LENA 1959 NO 3 1971, THE SURFACE DISK IS SET IN THE TOP OF A KT1832'ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND KT1832'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 65 FEET EAST KT1832'OF THE EAST RAIL OF A RAILROAD TRACK, 15.5 FEET SOUTHWEST OF A KT1832'FENCE CORNER AND 13 FEET WEST-SOUTHWEST OF A METAL WITNESS KT1832'POST WITH SIGN. THE UNDERGROUND DISK WAS SET ABOUT 42 INCHES KT1832'BELOW THE GROUND SURFACE. KT1832' KT1832'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED KT1832'LENA 1959, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT KT1832'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 58 FEET KT1832'EAST OF THE CENTER OF ROAD 99W, 19.5 FEET WEST OF THE WEST RAIL KT1832'OF A RAILROAD TRACK AND 6 FEET NORTH-NORTHWEST OF A METAL KT1832'WITNESS POST WITH SIGN. KT1832' KT1832'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LENA NO 1 1959, SET KT1832'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT1832'4 INCHES ABOVE THE GROUND SURFACE. IT IS 48 FEET WEST OF KT1832'THE WEST RAIL OF A RAILROAD TRACK, 38 FEET SOUTHWEST OF A METAL KT1832'WITNESS POST WITH SIGN, 29 FEET EAST OF THE CENTER OF ROAD 99W KT1832'AND 1 FOOT EAST-NORTHEAST OF POWER POLE NUMBER 2340. KT1832' KT1832'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LENA NO 2 1959, KT1832'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS KT1832'FLUSH WITH THE GROUND SURFACE. IT IS 39 FEET WEST OF THE WEST KT1832'RAIL OF A RAILROAD TRACK, 38 FEET EAST OF THE CENTER OF ROAD KT1832'99W AND 1 FOOT NORTHEAST OF A TELEGRAPH POLE. KT1832' KT1832'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LENA 1959, CEMENTED KT1832'IN A DRILL HOLE IN THE CONCRETE BASE OF BLOCK SIGNAL NUMBER KT1832'1380. IT IS 30 FEET WEST OF A TELEGRAPH POLE, 19 FEET EAST OF KT1832'BLOCK SIGNAL NUMBER 1381 AND 6 FEET EAST OF THE EAST RAIL OF THE KT1832'RAILROAD TRACK. KT1832' KT1832'THE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL. KT1832' KT1832'DUE TO THE 1959 STATION BEING TO CLOSE TO THE RAILROAD TRACK KT1832'A TOWER COULD NOT BE BUILT OVER IT AT THIS TIME AND REFERENCE KT1832'MARK 3 WAS ESTABLISHED AND OCCUPIED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0359 *********************************************************************** KT0359 DESIGNATION - LENN KT0359 PID - KT0359 KT0359 STATE/COUNTY- CA/GLENN KT0359 USGS QUAD - LOGANDALE (1973) KT0359 KT0359 *CURRENT SURVEY CONTROL KT0359 ___________________________________________________________________ KT0359* NAD 83(1992)- 39 29 25.21729(N) 122 11 34.26728(W) ADJUSTED KT0359* NAVD 88 - 35.3 (meters) 116. (feet) GPS OBS KT0359 ___________________________________________________________________ KT0359 EPOCH DATE - 1991.35 KT0359 LAPLACE CORR- 4.86 (seconds) DEFLEC99 KT0359 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0359 KT0359 HORZ ORDER - FIRST KT0359 VERT ORDER - FIRST CLASS II (See Below) KT0359 KT0359.The horizontal coordinates were established by classical geodetic methods KT0359.and adjusted by the National Geodetic Survey in March 1994. KT0359.The horizontal coordinates are valid at the epoch date displayed above. KT0359.The epoch date for horizontal control is a decimal equivalence KT0359.of Year/Month/Day. KT0359 KT0359.The orthometric height was determined by GPS observations and a KT0359.high-resolution geoid model. KT0359.The vertical order pertains to the NGVD 29 superseded value. KT0359 KT0359.The Laplace correction was computed from DEFLEC99 derived deflections. KT0359 KT0359.The geoid height was determined by GEOID03. KT0359 KT0359; North East Units Scale Factor Converg. KT0359;SPC CA 2 - 702,457.788 1,983,410.855 MT 0.99993968 -0 07 17.7 KT0359;SPC CA 2 - 2,304,646.93 6,507,240.45 sFT 0.99993968 -0 07 17.7 KT0359;UTM 10 - 4,371,503.148 569,407.839 MT 0.99965931 +0 30 48.0 KT0359 KT0359! - Elev Factor x Scale Factor = Combined Factor KT0359!SPC CA 2 - 0.99999901 x 0.99993968 = 0.99993869 KT0359!UTM 10 - 0.99999901 x 0.99965931 = 0.99965832 KT0359 KT0359: Primary Azimuth Mark Grid Az KT0359:SPC CA 2 - LENN AZ MK 358 07 52.5 KT0359:UTM 10 - LENN AZ MK 357 29 46.8 KT0359 KT0359|---------------------------------------------------------------------| KT0359| PID Reference Object Distance Geod. Az | KT0359| dddmmss.s | KT0359| KT1833 WILLOWS SACRAMENTO NATL WILDLIFE TO APPROX. 6.8 KM 1733118.6 | KT0359| KT1834 WILLOWS WEST SIDE WHSE CO ELEV APPROX. 2.7 KM 1783844.0 | KT0359| DB5342 LENN RM 1 28.818 METERS 19201 | KT0359| KT1874 LIBERTY SCHOOL FAA RADAR MAST APPROX.13.0 KM 2205350.1 | KT0359| KT0360 1 S 9.296 METERS 31923 | KT0359| KT1811 SAN FRANCIS SEATTLE AWY BN 12 APPROX. 4.3 KM 3292931.6 | KT0359| DB5341 LENN AZ MK 3580034.8 | KT0359| KT0361 Z 199 3584629.6 | KT0359|---------------------------------------------------------------------| KT0359 KT0359 SUPERSEDED SURVEY CONTROL KT0359 KT0359 NAD 83(1986)- 39 29 25.20937(N) 122 11 34.26282(W) AD(1984.00) 1 KT0359 NAD 27 - 39 29 25.63580(N) 122 11 30.33385(W) AD( ) 1 KT0359 NGVD 29 (??/??/92) 34.600 (m) 113.52 (f) ADJ UNCH 1 2 KT0359 KT0359.Superseded values are not recommended for survey control. KT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0359.See file dsdata.txt to determine how the superseded data were derived. KT0359 KT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6940871503(NAD 83) KT0359_MARKER: DS = TRIANGULATION STATION DISK KT0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0359_STAMPING: LENN 1959 KT0359_MARK LOGO: CGS KT0359_MAGNETIC: O = OTHER; SEE DESCRIPTION KT0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0359+STABILITY: SURFACE MOTION KT0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0359+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992 KT0359 KT0359 HISTORY - Date Condition Report By KT0359 HISTORY - 1959 MONUMENTED CGS KT0359 HISTORY - 1964 SEE DESCRIPTION CGS KT0359 HISTORY - 1967 SEE DESCRIPTION CGS KT0359 HISTORY - 1967 GOOD NGS KT0359 HISTORY - 19920510 GOOD NOS KT0359 KT0359 STATION DESCRIPTION KT0359 KT0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) KT0359'THE STATION IS LOCATED ABOUT 2-1/4 MILES AIRLINE SOUTH OF KT0359'WILLOWS, ALONG THE EAST SIDE OF U.S. HIGHWAY 99. KT0359' KT0359'TO REACH FROM THE FIRST NATIONAL BANK IN WILLOWS, GO SOUTH KT0359'ON U.S. HIGHWAY 99 FOR 2.2 MILES TO STATION ON LEFT. KT0359' KT0359'THE STATION MARK IS A STANDARD DISK STAMPED LENN 1959, SET KT0359'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS KT0359'6 INCHES ABOVE THE GROUND. IT IS 8.8 FEET NORTH OF A METAL KT0359'WITNESS POST, 23.4 FEET WEST OF THE CENTER LINE OF THE RAILROAD KT0359'TRACKS, 78 FEET EAST OF THE CENTER LINE OF THE HIGHWAY KT0359'AND 10.5 FEET NORTH OF A TELEPHONE POLE. KT0359' KT0359'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LENN KT0359'NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT KT0359'THAT PROJECTS 5 INCHES ABOVE GROUND. IT IS 2 FEET WEST-NORTHWEST KT0359'OF A TELEPHONE POLE, 42 FEET WEST OF THE CENTER LINE OF THE KT0359'RAILROAD TRACKS, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY KT0359'AND AT THE SAME ELEVATION AS THE STATION. KT0359' KT0359'THE STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS MARK 1-S WILL SERVE KT0359'AS REFERENCE MARK NUMBER TWO. IT IS AN IRON PIPE, 1 INCH KT0359'IN DIAMETER, SET IN CONCRETE 1 INCH BELOW GROUND SURFACE. IT KT0359'IS 40 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 63 KT0359'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 6 INCHES KT0359'LOWER THAN STATION. KT0359' KT0359'BENCH MARK Z 199 WILL SERVE AS THE AZIMUTH MARK. IT IS A KT0359'STANDARD BENCH MARK DISK STAMPED Z 199 1935, SET IN THE TOP KT0359'OF A 6-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 12 INCHES KT0359'ABOVE GROUND. IT IS 36 FEET WEST OF THE CENTER LINE OF THE KT0359'RAILROAD TRACKS, 72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY KT0359'AND 7 FEET NORTHEAST OF RAILROAD MILEPOST 148. TO REACH FROM KT0359'THE STATION, GO NORTH ON U.S. HIGHWAY 99 FOR 0.2 MILE TO KT0359'MILEPOST 148 AND THE BENCH MARK ON THE RIGHT. KT0359 KT0359 STATION RECOVERY (1964) KT0359 KT0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJL) KT0359'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN KT0359'GOOD CONDITION. AN AZIMUTH MARK WAS ESTABLISHED AT THIS DATE. KT0359' KT0359'A NEW DESCRIPTION FOLLOWS. KT0359' KT0359'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF WILLOWS, ALONG KT0359'THE EAST SIDE OF U.S. HIGHWAY 99 W AND ON THE ROAD RIGHT OF KT0359'WAY. KT0359' KT0359'TO REACH THE STATION FROM THE POST OFFICE IN WILLOWS, GO EAST KT0359'ON W SYCAMORE STREET FOR 0.15 MILE TO THE JUNCTION WITH U.S. KT0359'HIGHWAY 99 W. TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 99 W KT0359'FOR 1.8 MILES TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE KT0359'LEFT. CONTINUE SOUTH FOR 0.15 MILES TO BM Z 199 1935 ON THE KT0359'LEFT. CONTINUE SOUTH FOR 0.15 MILE TO THE STATION MARK ON THE KT0359'LEFT. KT0359' KT0359'THE STATION MARK IS A STANDARD DISK STAMPED LENN 1959, SET IN KT0359'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT0359'8 INCHES. IT IS 87 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY KT0359'99 W, 21 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK AND 8.6 KT0359'FEET NORTH OF THE WITNESS POST. KT0359' KT0359'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LENN NO 1 1959, SET KT0359'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT0359'5 INCHES. IT IS 67 FEET EAST OF THE CENTERLINE OF U.S. KT0359'HIGHWAY 99 W, 85.9 FEET SOUTHWEST OF THE WITNESS POST AND 2 KT0359'FEET WEST-NORTHWEST OF A TELEPHONE POLE. KT0359' KT0359'THE STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS MARK WAS USED KT0359'AS REFERENCE MARK 2. IT IS AN IRON PIPE 1 INCH IN DIAMETER SET KT0359'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 8 INCHES IN KT0359'DIAMETER AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS KT0359'67 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 99 W, 41 FEET KT0359'WEST OF THE WEST RAIL OF RAILROAD TRACK AND 37 FEET NORTHWEST KT0359'OF THE WITNESS POST. KT0359' KT0359'BENCH MARK Z 199 IS A STANDARD BENCH MARK DISK STAMPED Z 199 KT0359'1935, SET IN THE TOP OF A 6 INCH SQUARE PRECAST CONCRETE MONUMENT KT0359'THAT PROJECTS 12 INCHES. IT IS 73 FEET EAST OF THE CENTERLINE OF KT0359'U.S. HIGHWAY 99 W, 5 FEET NORTHEAST OF A TELEPHONE POLE AND 2.8 KT0359'FEET WEST OF A WITNESS POST. KT0359' KT0359'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LENN 1964, CEMENTED KT0359'IN A DRILL HOLE IN THE NORTH END OF CONCRETE CULVERT. IT IS KT0359'42 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 99 W AND 6 KT0359'INCHES SOUTH OF THE NORTH END OF CONCRETE CULVERT. KT0359' KT0359'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 115.61 FEET OR 35.238 KT0359'METERS. KT0359 KT0359 STATION RECOVERY (1967) KT0359 KT0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) KT0359'THE STATION AND I-S (SCDH) (USED AS R.M. 2) WERE RECOVERED KT0359'IN GOOD CONDITION AND LEVELED OVER. R.M. 1 WAS FOUND DESTROYED. KT0359'THE CONCRETE POST WAS LYING ON THE GROUND. KT0359' KT0359'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT KT0359'WILLOWS, GO 2.05 MILES SOUTH ALONG THE RAILROAD. KT0359' KT0359'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KT0359'LENN 1959. 0.2 MILE SOUTH OF MILEPOLE 148, 21.3 FEET WEST OF KT0359'THE WEST RAIL, 87 FEET EAST OF THE CENTER LINE OF AN ASPHALT KT0359'ROAD, 8.8 FEET NORTH OF A WITNESS POST, IN A CONCRETE POST KT0359'PROJECTING 0.5 FOOT ABOVE THE GROUND. I-S (SCDH) (R.M. 2) IS KT0359'THE TOP OF A 1-INCH IRON PIPE ENCASED IN A CONCRETE POST KT0359'PROJECTING 0.1 FOOT ABOVE THE GROUND, 40.9 FEET WEST OF THE KT0359'WEST RAIL, 67-1/2 FEET EAST OF THE CENTER LINE OF AN ASPHALT KT0359'ROAD, 30.49 FEET NORTHWEST OF THE STATION, AND ABOUT 2-1/2 KT0359'FEET LOWER THAN THE TRACK. KT0359' KT0359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILE KT0359'SOUTH OF WILLOWS. KT0359 KT0359 STATION RECOVERY (1967) KT0359 KT0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0359'2 MI S FROM WILLOWS. KT0359'2.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0359'FROM THE STATION AT WILLOWS, 0.2 MILE SOUTH OF MILEPOLE 148, KT0359'21.3 FEET WEST OF THE WEST RAIL, 87 FEET EAST OF THE CENTER LINE KT0359'OF AN ASPHALT ROAD, 30.49 FEET SOUTHEAST OF BENCH MARK I-S KT0359'(SCHD), 11 FEET NORTH OF A TELEPHONE POLE, 8.8 FEET NORTH OF A KT0359'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN KT0359'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. KT0359 KT0359 STATION RECOVERY (1992) KT0359 KT0359'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 KT0359'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0799 *********************************************************************** KT0799 DESIGNATION - M 1066 KT0799 PID - KT0799 KT0799 STATE/COUNTY- CA/GLENN KT0799 USGS QUAD - CHROME (1968) KT0799 KT0799 *CURRENT SURVEY CONTROL KT0799 ___________________________________________________________________ KT0799* NAD 83(1986)- 39 39 27. (N) 122 34 19. (W) SCALED KT0799* NAVD 88 - 245.40 (+/-2cm) 805.1 (feet) VERTCON KT0799 ___________________________________________________________________ KT0799 GEOID HEIGHT- -28.85 (meters) GEOID03 KT0799 KT0799 VERT ORDER - FIRST CLASS II (See Below) KT0799 KT0799.The horizontal coordinates were scaled from a topographic map and have KT0799.an estimated accuracy of +/- 6 seconds. KT0799 KT0799.The NAVD 88 height was computed by applying the VERTCON shift value to KT0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0799.The vertical order pertains to the NGVD 29 superseded value. KT0799 KT0799.The geoid height was determined by GEOID03. KT0799 KT0799; North East Units Estimated Accuracy KT0799;SPC CA 2 - 721,150. 1,950,920. MT (+/- 180 meters Scaled) KT0799 KT0799 SUPERSEDED SURVEY CONTROL KT0799 KT0799 NGVD 29 (??/??/92) 244.562 (m) 802.37 (f) ADJ UNCH 1 2 KT0799 KT0799.Superseded values are not recommended for survey control. KT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0799.See file dsdata.txt to determine how the superseded data were derived. KT0799 KT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ367898(NAD 83) KT0799_MARKER: DB = BENCH MARK DISK KT0799_SETTING: 66 = SET IN ROCK OUTCROP KT0799_STAMPING: M 1066 1966 KT0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0799+STABILITY: POSITION/ELEVATION WELL KT0799 KT0799 HISTORY - Date Condition Report By KT0799 HISTORY - 1966 MONUMENTED CGS KT0799 KT0799 STATION DESCRIPTION KT0799 KT0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0799'7.1 MI NW FROM ELK CREEK. KT0799'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0799'ELK CREEK, THENCE 2.6 MILES WEST ALONG COUNTY ROAD 307, SET KT0799'VERTICALLY IN THE NORTHWEST FACE OF A LARGE OUTCROP WHICH KT0799'PROJECTS ABOUT 7 FEET, 0.15 MILE SOUTHWEST OF A CONCRETE KT0799'BRIDGE OVER A CREEK, 72 FEET SOUTHEAST AND ACROSS A CREEK FROM KT0799'THE CENTER LINE OF THE ROAD, 61.0 FEET SOUTHEAST OF THE KT0799'SOUTHWEST END OF THE CONCRETE HEAD WALL OF A 36-INCH PIPE KT0799'CULVERT, 1.9 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 4 1/2 KT0799'FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0834 *********************************************************************** KT0834 DESIGNATION - M 1067 KT0834 PID - KT0834 KT0834 STATE/COUNTY- CA/TEHAMA KT0834 USGS QUAD - NEWVILLE (1973) KT0834 KT0834 *CURRENT SURVEY CONTROL KT0834 ___________________________________________________________________ KT0834* NAD 83(1986)- 39 49 05. (N) 122 34 11. (W) SCALED KT0834* NAVD 88 - 211.46 (+/-2cm) 693.8 (feet) VERTCON KT0834 ___________________________________________________________________ KT0834 GEOID HEIGHT- -28.86 (meters) GEOID03 KT0834 KT0834 VERT ORDER - FIRST CLASS II (See Below) KT0834 KT0834.The horizontal coordinates were scaled from a topographic map and have KT0834.an estimated accuracy of +/- 6 seconds. KT0834 KT0834.The NAVD 88 height was computed by applying the VERTCON shift value to KT0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0834.The vertical order pertains to the NGVD 29 superseded value. KT0834 KT0834.The geoid height was determined by GEOID03. KT0834 KT0834; North East Units Estimated Accuracy KT0834;SPC CA 1 - 553,980. 1,951,220. MT (+/- 180 meters Scaled) KT0834 KT0834 SUPERSEDED SURVEY CONTROL KT0834 KT0834 NGVD 29 (??/??/92) 210.604 (m) 690.96 (f) ADJ UNCH 1 2 KT0834 KT0834.Superseded values are not recommended for survey control. KT0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0834.See file dsdata.txt to determine how the superseded data were derived. KT0834 KT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK368076(NAD 83) KT0834_MARKER: DB = BENCH MARK DISK KT0834_SETTING: 36 = BRIDGE KT0834_STAMPING: M 1067 1966 KT0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0834 KT0834 HISTORY - Date Condition Report By KT0834 HISTORY - 1966 MONUMENTED CGS KT0834 KT0834 STATION DESCRIPTION KT0834 KT0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0834'6.2 MI SW FROM PASKENTA. KT0834'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0834'AT PASKENTA, THENCE 2.25 MILES SOUTH ALONG GARLAND ROAD, IN KT0834'THE TOP AND 0.8 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE KT0834'ABUTMENT OF A CONCRETE BRIDGE OVER NORTH FORK STONY CREEK, KT0834'12 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL KT0834'WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0356 *********************************************************************** KT0356 DESIGNATION - M 1078 KT0356 PID - KT0356 KT0356 STATE/COUNTY- CA/GLENN KT0356 USGS QUAD - LOGANDALE (1973) KT0356 KT0356 *CURRENT SURVEY CONTROL KT0356 ___________________________________________________________________ KT0356* NAD 83(1986)- 39 28 17. (N) 122 11 33. (W) SCALED KT0356* NAVD 88 - 33.57 (+/-2cm) 110.1 (feet) VERTCON KT0356 ___________________________________________________________________ KT0356 GEOID HEIGHT- -29.06 (meters) GEOID03 KT0356 KT0356 VERT ORDER - FIRST CLASS II (See Below) KT0356 KT0356.The horizontal coordinates were scaled from a topographic map and have KT0356.an estimated accuracy of +/- 6 seconds. KT0356 KT0356.The NAVD 88 height was computed by applying the VERTCON shift value to KT0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0356.The vertical order pertains to the NGVD 29 superseded value. KT0356 KT0356.The geoid height was determined by GEOID03. KT0356 KT0356; North East Units Estimated Accuracy KT0356;SPC CA 2 - 700,350. 1,983,440. MT (+/- 180 meters Scaled) KT0356 KT0356 SUPERSEDED SURVEY CONTROL KT0356 KT0356 NGVD 29 (??/??/92) 32.830 (m) 107.71 (f) ADJ UNCH 1 2 KT0356 KT0356.Superseded values are not recommended for survey control. KT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0356.See file dsdata.txt to determine how the superseded data were derived. KT0356 KT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694694(NAD 83) KT0356_MARKER: DB = BENCH MARK DISK KT0356_SETTING: 30 = CULVERT KT0356_STAMPING: M 1078 1967 KT0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0356 KT0356 HISTORY - Date Condition Report By KT0356 HISTORY - 1967 MONUMENTED CGS KT0356 KT0356 STATION DESCRIPTION KT0356 KT0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0356'3.4 MI S FROM WILLOWS. KT0356'3.45 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0356'FROM THE STATION AT WILLOWS, DIRECTLY OPPOSITE RAILROAD KT0356'CULVERT 146.39, IN THE TOP AND 1.1 FEET SOUTH OF THE NORTH KT0356'END OF THE EAST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT KT0356'UNDER THE HIGHWAY, 44 1/2 FEET EAST OF THE CENTER LINE OF THE KT0356'HIGHWAY, 63.5 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH KT0356'THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1092 *********************************************************************** KS1092 DESIGNATION - M 17 KS1092 PID - KS1092 KS1092 STATE/COUNTY- CA/BUTTE KS1092 USGS QUAD - ORD FERRY (1969) KS1092 KS1092 *CURRENT SURVEY CONTROL KS1092 ___________________________________________________________________ KS1092* NAD 83(1986)- 39 44 36. (N) 121 52 47. (W) SCALED KS1092* NAVD 88 - 55.442 (meters) 181.90 (feet) ADJUSTED KS1092 ___________________________________________________________________ KS1092 GEOID HEIGHT- -27.50 (meters) GEOID03 KS1092 DYNAMIC HT - 55.415 (meters) 181.81 (feet) COMP KS1092 MODELED GRAV- 980,132.5 (mgal) NAVD 88 KS1092 KS1092 VERT ORDER - FIRST CLASS II KS1092 KS1092.The horizontal coordinates were scaled from a topographic map and have KS1092.an estimated accuracy of +/- 6 seconds. KS1092 KS1092.The orthometric height was determined by differential leveling KS1092.and adjusted by the National Geodetic Survey in June 1991. KS1092 KS1092.The geoid height was determined by GEOID03. KS1092 KS1092.The dynamic height is computed by dividing the NAVD 88 KS1092.geopotential number by the normal gravity value computed on the KS1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1092.degrees latitude (g = 980.6199 gals.). KS1092 KS1092.The modeled gravity was interpolated from observed gravity values. KS1092 KS1092; North East Units Estimated Accuracy KS1092;SPC CA 2 - 730,540. 2,010,310. MT (+/- 180 meters Scaled) KS1092 KS1092 SUPERSEDED SURVEY CONTROL KS1092 KS1092 NGVD 29 (??/??/??) 54.731 (m) 179.56 (f) ADJUSTED 1 2 KS1092 KS1092.Superseded values are not recommended for survey control. KS1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1092.See file dsdata.txt to determine how the superseded data were derived. KS1092 KS1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ959998(NAD 83) KS1092_MARKER: Q = CHISELED SQUARE KS1092_SETTING: 36 = BRIDGE KS1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1092 KS1092 HISTORY - Date Condition Report By KS1092 HISTORY - UNK MONUMENTED CGS KS1092 HISTORY - 1948 GOOD NGS KS1092 HISTORY - 19880714 MARK NOT FOUND NGS KS1092 KS1092 STATION DESCRIPTION KS1092 KS1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1092'2.4 MI NW FROM CHICO. KS1092'ABOUT 2-1/4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1092'FROM THE STATION AT CHICO, BUTTE COUNTY, AT MILEAGE 186.4, ON KS1092'THE WEST ABUTMENT OF TRESTLE 186 B OVER SANDY GULCH, NEAR THE KS1092'EAST EDGE, AND 7 FEET NORTH OF THE TRACK. AN OUTLINED SQUARE. KS1092 KS1092 STATION RECOVERY (1988) KS1092 KS1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1092'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0538 *********************************************************************** KT0538 DESIGNATION - M 216 KT0538 PID - KT0538 KT0538 STATE/COUNTY- CA/GLENN KT0538 USGS QUAD - STONYFORD (1994) KT0538 KT0538 *CURRENT SURVEY CONTROL KT0538 ___________________________________________________________________ KT0538* NAD 83(1986)- 39 27 49. (N) 122 30 39. (W) SCALED KT0538* NAVD 88 - 292.32 (+/-2cm) 959.1 (feet) VERTCON KT0538 ___________________________________________________________________ KT0538 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0538 KT0538 VERT ORDER - SECOND CLASS 0 (See Below) KT0538 KT0538.The horizontal coordinates were scaled from a topographic map and have KT0538.an estimated accuracy of +/- 6 seconds. KT0538 KT0538.The NAVD 88 height was computed by applying the VERTCON shift value to KT0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0538.The vertical order pertains to the NGVD 29 superseded value. KT0538 KT0538.The geoid height was determined by GEOID03. KT0538 KT0538; North East Units Estimated Accuracy KT0538;SPC CA 2 - 699,600. 1,956,040. MT (+/- 180 meters Scaled) KT0538 KT0538 SUPERSEDED SURVEY CONTROL KT0538 KT0538 NGVD 29 (??/??/92) 291.49 (m) 956.3 (f) COMPUTED 2 0 KT0538 KT0538.Superseded values are not recommended for survey control. KT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0538.See file dsdata.txt to determine how the superseded data were derived. KT0538 KT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ420683(NAD 83) KT0538_MARKER: DB = BENCH MARK DISK KT0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0538_STAMPING: M 216 1935 KT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0538+STABILITY: SURFACE MOTION KT0538 KT0538 HISTORY - Date Condition Report By KT0538 HISTORY - 1935 MONUMENTED CGS KT0538 HISTORY - 1966 MARK NOT FOUND USGS KT0538 KT0538 STATION DESCRIPTION KT0538 KT0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0538'7.7 MI N FROM STONYFORD. KT0538'IN GLENN COUNTY, 7.7 MILES NORTH ALONG THE ELK CREEK ROAD FROM KT0538'THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 45 FEET NORTHWEST KT0538'OF THE CENTER OF THE JUNCTION OF AN OLD ROAD LEADING NORTHEAST, KT0538'32 FEET EAST OF THE CENTERLINE OF THE ELK CREEK ROAD, AND KT0538'1.2 FEET SOUTH OF THE FENCE. A STANDARD DISK, STAMPED M 216 KT0538'1935 AND SET IN THE TOP OF A CONCRETE POST. KT0538 KT0538 STATION RECOVERY (1966) KT0538 KT0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0538'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0164 *********************************************************************** KT0164 DESIGNATION - M 226 KT0164 PID - KT0164 KT0164 STATE/COUNTY- CA/GLENN KT0164 USGS QUAD - WILLOWS (1969) KT0164 KT0164 *CURRENT SURVEY CONTROL KT0164 ___________________________________________________________________ KT0164* NAD 83(1986)- 39 31 15. (N) 122 11 58. (W) SCALED KT0164* NAVD 88 - 42.41 (+/-2cm) 139.1 (feet) VERTCON KT0164 ___________________________________________________________________ KT0164 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0164 KT0164 VERT ORDER - FIRST CLASS II (See Below) KT0164 KT0164.The horizontal coordinates were scaled from a topographic map and have KT0164.an estimated accuracy of +/- 6 seconds. KT0164 KT0164.The NAVD 88 height was computed by applying the VERTCON shift value to KT0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0164.The vertical order pertains to the NGVD 29 superseded value. KT0164 KT0164.The geoid height was determined by GEOID03. KT0164 KT0164; North East Units Estimated Accuracy KT0164;SPC CA 2 - 705,850. 1,982,850. MT (+/- 180 meters Scaled) KT0164 KT0164 SUPERSEDED SURVEY CONTROL KT0164 KT0164 NGVD 29 (??/??/92) 41.667 (m) 136.70 (f) ADJ UNCH 1 2 KT0164 KT0164.Superseded values are not recommended for survey control. KT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0164.See file dsdata.txt to determine how the superseded data were derived. KT0164 KT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ688748(NAD 83) KT0164_MARKER: DB = BENCH MARK DISK KT0164_SETTING: 36 = FOUNDATION KT0164_STAMPING: M 226 1935 KT0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0164 KT0164 HISTORY - Date Condition Report By KT0164 HISTORY - 1935 MONUMENTED CGS KT0164 HISTORY - 1967 GOOD NGS KT0164 KT0164 STATION DESCRIPTION KT0164 KT0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0164'AT WILLOWS. KT0164'AT WILLOWS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF KT0164'SYCAMORE AND LASSEN STREETS, AT THE CIVIC MEMORIAL BUILDING, KT0164'IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING THE EAST KT0164'CONCRETE PILLARS, 55.8 FEET NORTH OF THE NORTH CURB OF SYCAMORE KT0164'STREET, 22 1/2 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE, KT0164'4.0 FEET WEST OF THE WEST SIDE OF THE CENTER OF THE SOUTH KT0164'ENTRANCE, 4.0 FEET WEST OF THE WEST SIDE OF THE EAST CONCRETE KT0164'PILLAR, AND ABOUT 3 FEET HIGHER THAN THE STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0095 *********************************************************************** KT0095 DESIGNATION - M 276 KT0095 PID - KT0095 KT0095 STATE/COUNTY- CA/TEHAMA KT0095 USGS QUAD - BLACK BUTTE DAM (1973) KT0095 KT0095 *CURRENT SURVEY CONTROL KT0095 ___________________________________________________________________ KT0095* NAD 83(1986)- 39 48 39. (N) 122 21 35. (W) SCALED KT0095* NAVD 88 - 126.13 (+/-2cm) 413.8 (feet) VERTCON KT0095 ___________________________________________________________________ KT0095 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0095 KT0095 VERT ORDER - SECOND CLASS 0 (See Below) KT0095 KT0095.The horizontal coordinates were scaled from a topographic map and have KT0095.an estimated accuracy of +/- 6 seconds. KT0095 KT0095.The NAVD 88 height was computed by applying the VERTCON shift value to KT0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0095.The vertical order pertains to the NGVD 29 superseded value. KT0095 KT0095.The geoid height was determined by GEOID03. KT0095 KT0095; North East Units Estimated Accuracy KT0095;SPC CA 1 - 553,090. 1,969,200. MT (+/- 180 meters Scaled) KT0095 KT0095 SUPERSEDED SURVEY CONTROL KT0095 KT0095 NGVD 29 (??/??/92) 125.331 (m) 411.19 (f) ADJ UNCH 2 0 KT0095 KT0095.Superseded values are not recommended for survey control. KT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0095.See file dsdata.txt to determine how the superseded data were derived. KT0095 KT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK548069(NAD 83) KT0095_MARKER: DB = BENCH MARK DISK KT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0095_STAMPING: M 276 1935 KT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0095+STABILITY: SURFACE MOTION KT0095 KT0095 HISTORY - Date Condition Report By KT0095 HISTORY - 1935 MONUMENTED CGS KT0095 HISTORY - 1942 GOOD NGS KT0095 HISTORY - 1966 MARK NOT FOUND USGS KT0095 KT0095 STATION DESCRIPTION KT0095 KT0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0095'15 MI S FROM HENLEYVILLE. KT0095'15.0 MILES SOUTH ALONG A ROAD AND A TRAIL FROM HENLEYVILLE, KT0095'TEHAMA COUNTY, AT A BRIDGE, NEAR THE WEST END OF THE SOUTH KT0095'ABUTMENT, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL, 10 FEET KT0095'WEST OF THE CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN KT0095'WITNESS POST. A STANDARD DISK, STAMPED M 276 1935. KT0095 KT0095 STATION RECOVERY (1966) KT0095 KT0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0095'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1142 *********************************************************************** KS1142 DESIGNATION - M 380 KS1142 PID - KS1142 KS1142 STATE/COUNTY- CA/BUTTE KS1142 USGS QUAD - NELSON (1976) KS1142 KS1142 *CURRENT SURVEY CONTROL KS1142 ___________________________________________________________________ KS1142* NAD 83(1986)- 39 32 48. (N) 121 45 43. (W) SCALED KS1142* NAVD 88 - 36.240 (meters) 118.90 (feet) ADJUSTED KS1142 ___________________________________________________________________ KS1142 GEOID HEIGHT- -27.81 (meters) GEOID03 KS1142 DYNAMIC HT - 36.222 (meters) 118.84 (feet) COMP KS1142 MODELED GRAV- 980,116.0 (mgal) NAVD 88 KS1142 KS1142 VERT ORDER - FIRST CLASS II KS1142 KS1142.The horizontal coordinates were scaled from a topographic map and have KS1142.an estimated accuracy of +/- 6 seconds. KS1142 KS1142.The orthometric height was determined by differential leveling KS1142.and adjusted by the National Geodetic Survey in June 1991. KS1142 KS1142.The geoid height was determined by GEOID03. KS1142 KS1142.The dynamic height is computed by dividing the NAVD 88 KS1142.geopotential number by the normal gravity value computed on the KS1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1142.degrees latitude (g = 980.6199 gals.). KS1142 KS1142.The modeled gravity was interpolated from observed gravity values. KS1142 KS1142; North East Units Estimated Accuracy KS1142;SPC CA 2 - 708,720. 2,020,460. MT (+/- 180 meters Scaled) KS1142 KS1142 SUPERSEDED SURVEY CONTROL KS1142 KS1142 NGVD 29 (??/??/??) 35.531 (m) 116.57 (f) ADJUSTED 1 2 KS1142 KS1142.Superseded values are not recommended for survey control. KS1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1142.See file dsdata.txt to determine how the superseded data were derived. KS1142 KS1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ063781(NAD 83) KS1142_MARKER: DB = BENCH MARK DISK KS1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1142_STAMPING: M 380 1949 KS1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1142+STABILITY: SURFACE MOTION KS1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1142+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 KS1142 KS1142 HISTORY - Date Condition Report By KS1142 HISTORY - 1949 MONUMENTED CGS KS1142 HISTORY - 20040420 GOOD CADT KS1142 KS1142 STATION DESCRIPTION KS1142 KS1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1142'0.5 MI S FROM NELSON. KS1142'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS1142'THE SIDING SIGN AT NELSON, IN LINE WITH A ROW OF TELEPHONE KS1142'POLES, ABOUT 2 1/2 POLES NORTH OF MILEPOST 171, 5 RAILS NORTH KS1142'OF THE CENTER OF BRIDGE 171.06, 102 FEET EAST OF THE CENTER KS1142'LINE OF U.S. HIGHWAY 99 E, 34.0 FEET WEST OF THE WEST RAIL, KS1142'ABOUT 4 FEET LOWER THAN THE TRACKS, 1.6 FEET NORTH OF A WITNESS KS1142'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 KS1142'FOOT ABOVE THE GROUND. KS1142 KS1142 STATION RECOVERY (2004) KS1142 KS1142'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1142'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1049 *********************************************************************** KS1049 DESIGNATION - M 381 KS1049 PID - KS1049 KS1049 STATE/COUNTY- CA/BUTTE KS1049 USGS QUAD - GRIDLEY (1973) KS1049 KS1049 *CURRENT SURVEY CONTROL KS1049 ___________________________________________________________________ KS1049* NAD 83(1986)- 39 21 48. (N) 121 40 52. (W) SCALED KS1049* NAVD 88 - 30.514 (meters) 100.11 (feet) ADJUSTED KS1049 ___________________________________________________________________ KS1049 GEOID HEIGHT- -28.48 (meters) GEOID03 KS1049 DYNAMIC HT - 30.497 (meters) 100.06 (feet) COMP KS1049 MODELED GRAV- 980,070.4 (mgal) NAVD 88 KS1049 KS1049 VERT ORDER - FIRST CLASS II KS1049 KS1049.The horizontal coordinates were scaled from a topographic map and have KS1049.an estimated accuracy of +/- 6 seconds. KS1049 KS1049.The orthometric height was determined by differential leveling KS1049.and adjusted by the National Geodetic Survey in June 1991. KS1049 KS1049.The geoid height was determined by GEOID03. KS1049 KS1049.The dynamic height is computed by dividing the NAVD 88 KS1049.geopotential number by the normal gravity value computed on the KS1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1049.degrees latitude (g = 980.6199 gals.). KS1049 KS1049.The modeled gravity was interpolated from observed gravity values. KS1049 KS1049; North East Units Estimated Accuracy KS1049;SPC CA 2 - 688,390. 2,027,480. MT (+/- 180 meters Scaled) KS1049 KS1049 SUPERSEDED SURVEY CONTROL KS1049 KS1049 NGVD 29 (??/??/??) 29.818 (m) 97.83 (f) ADJUSTED 1 2 KS1049 KS1049.Superseded values are not recommended for survey control. KS1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1049.See file dsdata.txt to determine how the superseded data were derived. KS1049 KS1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ136579(NAD 83) KS1049_MARKER: DB = BENCH MARK DISK KS1049_SETTING: 32 = WINGWALL KS1049_STAMPING: M 381 1949 KS1049_MARK LOGO: CGS KS1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1049+STABILITY: SURFACE MOTION KS1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1049+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1988 KS1049 KS1049 HISTORY - Date Condition Report By KS1049 HISTORY - 1949 MONUMENTED CGS KS1049 HISTORY - 19880805 GOOD NGS KS1049 HISTORY - 20040420 GOOD CADT KS1049 KS1049 STATION DESCRIPTION KS1049 KS1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1049'0.7 MI E FROM GRIDLEY. KS1049'0.7 MILE EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC KS1049'COMPANY RAILROAD STATION AT GRIDLEY, 73 FEET NORTH OF THE KS1049'NORTHEAST CORNER OF A FARMHOUSE, AT BRIDGE 110-42 OVER AN KS1049'IRRIGATION DITCH, IN THE TOP OF THE NORTHWEST WING WALL, 13 FEET KS1049'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE KS1049'ROAD. KS1049 KS1049 STATION RECOVERY (1988) KS1049 KS1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1049'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 0.6 KM KS1049'(0.35 MI) EAST ALONG HAZEL STREET FROM THE JUNCTION OF THE SOUTHERN KS1049'PACIFIC RAILROAD IN GRIDLEY, THENCE 0.4 KM (0.25 MI) SOUTH ALONG STATE KS1049'HIGHWAY 99, THENCE 0.5 KM (0.30 MI) EAST ALONG OROVILLE ROAD. KS1049 KS1049 STATION RECOVERY (2004) KS1049 KS1049'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1049'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1091 *********************************************************************** KS1091 DESIGNATION - M 848 KS1091 PID - KS1091 KS1091 STATE/COUNTY- CA/BUTTE KS1091 USGS QUAD - ORD FERRY (1969) KS1091 KS1091 *CURRENT SURVEY CONTROL KS1091 ___________________________________________________________________ KS1091* NAD 83(1986)- 39 44 40. (N) 121 52 56. (W) SCALED KS1091* NAVD 88 - 53.577 (meters) 175.78 (feet) ADJUSTED KS1091 ___________________________________________________________________ KS1091 GEOID HEIGHT- -27.50 (meters) GEOID03 KS1091 DYNAMIC HT - 53.550 (meters) 175.69 (feet) COMP KS1091 MODELED GRAV- 980,132.6 (mgal) NAVD 88 KS1091 KS1091 VERT ORDER - FIRST CLASS II KS1091 KS1091.The horizontal coordinates were scaled from a topographic map and have KS1091.an estimated accuracy of +/- 6 seconds. KS1091 KS1091.The orthometric height was determined by differential leveling KS1091.and adjusted by the National Geodetic Survey in June 1991. KS1091 KS1091.The geoid height was determined by GEOID03. KS1091 KS1091.The dynamic height is computed by dividing the NAVD 88 KS1091.geopotential number by the normal gravity value computed on the KS1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1091.degrees latitude (g = 980.6199 gals.). KS1091 KS1091.The modeled gravity was interpolated from observed gravity values. KS1091 KS1091; North East Units Estimated Accuracy KS1091;SPC CA 2 - 730,660. 2,010,100. MT (+/- 180 meters Scaled) KS1091 KS1091 SUPERSEDED SURVEY CONTROL KS1091 KS1091 NGVD 29 (??/??/??) 52.865 (m) 173.44 (f) ADJUSTED 1 2 KS1091 KS1091.Superseded values are not recommended for survey control. KS1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1091.See file dsdata.txt to determine how the superseded data were derived. KS1091 KS1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ957999(NAD 83) KS1091_MARKER: DB = BENCH MARK DISK KS1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1091_STAMPING: M 848 1948 KS1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1091+STABILITY: SURFACE MOTION KS1091 KS1091 HISTORY - Date Condition Report By KS1091 HISTORY - 1948 MONUMENTED CGS KS1091 HISTORY - 19880713 MARK NOT FOUND NGS KS1091 KS1091 STATION DESCRIPTION KS1091 KS1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1091'2.5 MI NW FROM CHICO. KS1091'ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1091'THE STATION AT CHICO, NEAR THE H. LOSEE FARM HOUSE, AT RAILROAD KS1091'CROSSING NO. 186.6, 102.6 FEET SOUTHEAST OF THE CENTER LINE OF KS1091'A GATE TO THE H. LOSEE FARM HOUSE, 101.5 FEET NORTHEAST OF THE KS1091'NORTHEAST RAIL, 72.9 FEET NORTHWEST OF A WOODEN GATE TO AN KS1091'ORCHARD, 28.6 FEET NORTHEAST OF THE CENTER LINE OF THE OILED KS1091'ROAD CROSSING TRACKS, 9.6 FEET NORTHWEST OF AN ENGLISH WALNUT KS1091'TREE, 1.7 FEET SOUTHWEST OF A FENCE LINE, SET IN THE TOP OF A KS1091'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. WITNESS KS1091'POST SET 3.0 FEET NORTHWEST OF THE STATION. KS1091 KS1091 STATION RECOVERY (1988) KS1091 KS1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1091'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0224 *********************************************************************** KT0224 DESIGNATION - MESA AZ MK KT0224 PID - KT0224 KT0224 STATE/COUNTY- CA/GLENN KT0224 USGS QUAD - BLACK BUTTE DAM (1973) KT0224 KT0224 *CURRENT SURVEY CONTROL KT0224 ___________________________________________________________________ KT0224* NAD 83(1986)- 39 46 02. (N) 122 19 39. (W) SCALED KT0224* NAVD 88 - 133.84 (+/-2cm) 439.1 (feet) VERTCON KT0224 ___________________________________________________________________ KT0224 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0224 KT0224 VERT ORDER - SECOND CLASS 0 (See Below) KT0224 KT0224.The horizontal coordinates were scaled from a topographic map and have KT0224.an estimated accuracy of +/- 6 seconds. KT0224 KT0224.The NAVD 88 height was computed by applying the VERTCON shift value to KT0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0224.The vertical order pertains to the NGVD 29 superseded value. KT0224 KT0224.The geoid height was determined by GEOID03. KT0224 KT0224; North East Units Estimated Accuracy KT0224;SPC CA 2 - 733,230. 1,971,940. MT (+/- 180 meters Scaled) KT0224 KT0224 SUPERSEDED SURVEY CONTROL KT0224 KT0224 NGVD 29 (??/??/92) 133.055 (m) 436.53 (f) ADJ UNCH 2 0 KT0224 KT0224.Superseded values are not recommended for survey control. KT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0224.See file dsdata.txt to determine how the superseded data were derived. KT0224 KT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK575021(NAD 83) KT0224_MARKER: DR = REFERENCE MARK DISK KT0224_SETTING: 66 = SET IN ROCK OUTCROP KT0224_STAMPING: MESA AZ MK USGS 1939 KT0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0224+STABILITY: POSITION/ELEVATION WELL KT0224 KT0224 HISTORY - Date Condition Report By KT0224 HISTORY - 1939 MONUMENTED CGS KT0224 HISTORY - 1949 GOOD NGS KT0224 HISTORY - 1966 GOOD USGS KT0224 KT0224 STATION DESCRIPTION KT0224 KT0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0224'8.1 MI NW FROM ORLAND. KT0224'8.1 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0224'PACIFIC CO. RAILROAD STATION AT ORLAND, ON THE TOP OF A SMALL KT0224'HILL, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET KT0224'EAST OF A POWER LINE POLE, 11 FEET SOUTHEAST OF THE CENTER OF KT0224'A GATE AND A TRACK ROAD LEADING SOUTHEAST TO A FARMHOUSE, ABOUT KT0224'1 FOOT HIGHER THAN THE ROAD, AND IN THE TOP OF A SMALL PATCH OF KT0224'LAVA BEDROCK. KT0224 KT0224 STATION RECOVERY (1966) KT0224 KT0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0224'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0798 *********************************************************************** KT0798 DESIGNATION - N 1066 KT0798 PID - KT0798 KT0798 STATE/COUNTY- CA/GLENN KT0798 USGS QUAD - CHROME (1968) KT0798 KT0798 *CURRENT SURVEY CONTROL KT0798 ___________________________________________________________________ KT0798* NAD 83(1986)- 39 39 19. (N) 122 34 49. (W) SCALED KT0798* NAVD 88 - 261.90 (+/-2cm) 859.3 (feet) VERTCON KT0798 ___________________________________________________________________ KT0798 GEOID HEIGHT- -28.81 (meters) GEOID03 KT0798 KT0798 VERT ORDER - FIRST CLASS II (See Below) KT0798 KT0798.The horizontal coordinates were scaled from a topographic map and have KT0798.an estimated accuracy of +/- 6 seconds. KT0798 KT0798.The NAVD 88 height was computed by applying the VERTCON shift value to KT0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0798.The vertical order pertains to the NGVD 29 superseded value. KT0798 KT0798.The geoid height was determined by GEOID03. KT0798 KT0798; North East Units Estimated Accuracy KT0798;SPC CA 2 - 720,910. 1,950,200. MT (+/- 180 meters Scaled) KT0798 KT0798 SUPERSEDED SURVEY CONTROL KT0798 KT0798 NGVD 29 (??/??/92) 261.053 (m) 856.47 (f) ADJ UNCH 1 2 KT0798 KT0798.Superseded values are not recommended for survey control. KT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0798.See file dsdata.txt to determine how the superseded data were derived. KT0798 KT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ360895(NAD 83) KT0798_MARKER: DB = BENCH MARK DISK KT0798_SETTING: 66 = SET IN ROCK OUTCROP KT0798_STAMPING: N 1066 1966 KT0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0798+STABILITY: POSITION/ELEVATION WELL KT0798 KT0798 HISTORY - Date Condition Report By KT0798 HISTORY - 1966 MONUMENTED CGS KT0798 KT0798 STATION DESCRIPTION KT0798 KT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0798'7.6 MI NW FROM ELK CREEK. KT0798'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0798'ELK CREEK, THENCE 3.1 MILES WEST ALONG COUNTY ROAD 307, 0.05 KT0798'MILE EAST OF THE JUNCTION OF A DRIVEWAY NORTH, SET VERTICALLY KT0798'IN THE WEST FACE OF A 4- BY 10-FOOT OUTCROP WHICH PROJECTS KT0798'ABOUT 7 FEET, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, KT0798'7.3 FEET SOUTHEAST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS KT0798'POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0832 *********************************************************************** KT0832 DESIGNATION - N 1067 KT0832 PID - KT0832 KT0832 STATE/COUNTY- CA/TEHAMA KT0832 USGS QUAD - NEWVILLE (1973) KT0832 KT0832 *CURRENT SURVEY CONTROL KT0832 ___________________________________________________________________ KT0832* NAD 83(1986)- 39 48 33. (N) 122 33 37. (W) SCALED KT0832* NAVD 88 - 203.36 (+/-2cm) 667.2 (feet) VERTCON KT0832 ___________________________________________________________________ KT0832 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0832 KT0832 VERT ORDER - FIRST CLASS II (See Below) KT0832 KT0832.The horizontal coordinates were scaled from a topographic map and have KT0832.an estimated accuracy of +/- 6 seconds. KT0832 KT0832.The NAVD 88 height was computed by applying the VERTCON shift value to KT0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0832.The vertical order pertains to the NGVD 29 superseded value. KT0832 KT0832.The geoid height was determined by GEOID03. KT0832 KT0832; North East Units Estimated Accuracy KT0832;SPC CA 1 - 552,990. 1,952,020. MT (+/- 180 meters Scaled) KT0832 KT0832 SUPERSEDED SURVEY CONTROL KT0832 KT0832 NGVD 29 (??/??/92) 202.508 (m) 664.39 (f) ADJ UNCH 1 2 KT0832 KT0832.Superseded values are not recommended for survey control. KT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0832.See file dsdata.txt to determine how the superseded data were derived. KT0832 KT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK376066(NAD 83) KT0832_MARKER: DB = BENCH MARK DISK KT0832_SETTING: 36 = BRIDGE KT0832_STAMPING: N 1067 1966 KT0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0832 KT0832 HISTORY - Date Condition Report By KT0832 HISTORY - 1966 MONUMENTED CGS KT0832 KT0832 STATION DESCRIPTION KT0832 KT0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0832'7.3 MI S FROM PASKENTA. KT0832'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0832'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0832'0.4 MILE SOUTH ALONG NEWVILLE ROAD, AT THE CROSSING OF A CREEK, KT0832'IN THE TOP AND 5.2 FEET WEST OF THE EAST END OF THE NORTH CONCRETE KT0832'ABUTMENT OF FORMER BRIDGE, 19 FEET EAST OF THE CENTER LINE OF KT0832'THE ROAD, 10 FEET NORTH OF THE CENTER OF THE EAST END OF A 48-INCH KT0832'PIPE CULVERT, 4.5 FEET WEST OF A FENCE, AND ABOUT 2 FEET LOWER KT0832'THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0348 *********************************************************************** KT0348 DESIGNATION - N 1078 KT0348 PID - KT0348 KT0348 STATE/COUNTY- CA/GLENN KT0348 USGS QUAD - LOGANDALE (1973) KT0348 KT0348 *CURRENT SURVEY CONTROL KT0348 ___________________________________________________________________ KT0348* NAD 83(1986)- 39 25 17. (N) 122 11 30. (W) SCALED KT0348* NAVD 88 - 29.95 (+/-2cm) 98.3 (feet) VERTCON KT0348 ___________________________________________________________________ KT0348 GEOID HEIGHT- -29.20 (meters) GEOID03 KT0348 KT0348 VERT ORDER - FIRST CLASS II (See Below) KT0348 KT0348.The horizontal coordinates were scaled from a topographic map and have KT0348.an estimated accuracy of +/- 6 seconds. KT0348 KT0348.The NAVD 88 height was computed by applying the VERTCON shift value to KT0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0348.The vertical order pertains to the NGVD 29 superseded value. KT0348 KT0348.The geoid height was determined by GEOID03. KT0348 KT0348; North East Units Estimated Accuracy KT0348;SPC CA 2 - 694,800. 1,983,500. MT (+/- 180 meters Scaled) KT0348 KT0348 SUPERSEDED SURVEY CONTROL KT0348 KT0348 NGVD 29 (??/??/92) 29.205 (m) 95.82 (f) ADJ UNCH 1 2 KT0348 KT0348.Superseded values are not recommended for survey control. KT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0348.See file dsdata.txt to determine how the superseded data were derived. KT0348 KT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695638(NAD 83) KT0348_MARKER: DB = BENCH MARK DISK KT0348_SETTING: 30 = CULVERT KT0348_STAMPING: N 1078 1967 KT0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0348 KT0348 HISTORY - Date Condition Report By KT0348 HISTORY - 1967 MONUMENTED CGS KT0348 KT0348 STATION DESCRIPTION KT0348 KT0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0348'6.8 MI S FROM WILLOWS. KT0348'6.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0348'THE STATION AT WILLOWS, DIRECTLY OPPOSITE BRIDGE 143.04, IN THE KT0348'TOP AND 2.3 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD KT0348'WALL OF DOUBLE CONCRETE BOX CULVERTS UNDER THE HIGHWAY, 40 FEET KT0348'EAST OF THE CENTER LINE OF THE HIGHWAY, 67.0 FEET WEST OF THE KT0348'WEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1110 *********************************************************************** KS1110 DESIGNATION - N 1175 KS1110 PID - KS1110 KS1110 STATE/COUNTY- CA/BUTTE KS1110 USGS QUAD - RICHARDSON SPRINGS (1969) KS1110 KS1110 *CURRENT SURVEY CONTROL KS1110 ___________________________________________________________________ KS1110* NAD 83(1986)- 39 48 25. (N) 121 50 56. (W) SCALED KS1110* NAVD 88 - 88.548 (meters) 290.51 (feet) ADJUSTED KS1110 ___________________________________________________________________ KS1110 GEOID HEIGHT- -27.32 (meters) GEOID03 KS1110 DYNAMIC HT - 88.502 (meters) 290.36 (feet) COMP KS1110 MODELED GRAV- 980,112.6 (mgal) NAVD 88 KS1110 KS1110 VERT ORDER - SECOND CLASS 0 KS1110 KS1110.The horizontal coordinates were scaled from a topographic map and have KS1110.an estimated accuracy of +/- 6 seconds. KS1110 KS1110.The orthometric height was determined by differential leveling KS1110.and adjusted by the National Geodetic Survey in June 1991. KS1110 KS1110.The geoid height was determined by GEOID03. KS1110 KS1110.The dynamic height is computed by dividing the NAVD 88 KS1110.geopotential number by the normal gravity value computed on the KS1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1110.degrees latitude (g = 980.6199 gals.). KS1110 KS1110.The modeled gravity was interpolated from observed gravity values. KS1110 KS1110; North East Units Estimated Accuracy KS1110;SPC CA 2 - 737,600. 2,012,940. MT (+/- 180 meters Scaled) KS1110 KS1110 SUPERSEDED SURVEY CONTROL KS1110 KS1110 NGVD 29 (??/??/??) 87.835 (m) 288.17 (f) ADJUSTED 2 0 KS1110 KS1110.Superseded values are not recommended for survey control. KS1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1110.See file dsdata.txt to determine how the superseded data were derived. KS1110 KS1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK985069(NAD 83) KS1110_MARKER: DB = BENCH MARK DISK KS1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1110_STAMPING: N 1175 1961 KS1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1110+STABILITY: SURFACE MOTION KS1110 KS1110 HISTORY - Date Condition Report By KS1110 HISTORY - 1961 MONUMENTED CGS KS1110 HISTORY - 1987 GOOD USPSQD KS1110 KS1110 STATION DESCRIPTION KS1110 KS1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1110'0.6 MI N FROM CHICO MUNICIPAL AIRPORT. KS1110'0.6 MILE NORTH ALONG COHASSET ROAD FROM THE MAIN (4TH STREET) KS1110'ENTRANCE TO THE CHICO MUNICIPAL AIRPORT, 34 1/2 FEET WEST OF THE KS1110'CENTER LINE OF COHASSET ROAD, 25 FEET NORTH OF THE CENTER OF A KS1110'DIRT ROAD, 4 1/2 FEET EAST OF A FENCE, 3 FEET WEST OF A DOUBLE KS1110'POWERLINE POLE, 2 1/2 FEET NORTHEAST OF A STEEL WITNESS POST AND KS1110'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE KS1110'GROUND. KS1110 KS1110 STATION RECOVERY (1987) KS1110 KS1110'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB) KS1110'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1111 *********************************************************************** KS1111 DESIGNATION - N 1175 RESET KS1111 PID - KS1111 KS1111 STATE/COUNTY- CA/BUTTE KS1111 USGS QUAD - RICHARDSON SPRINGS (1969) KS1111 KS1111 *CURRENT SURVEY CONTROL KS1111 ___________________________________________________________________ KS1111* NAD 83(1986)- 39 48 36. (N) 121 50 56. (W) SCALED KS1111* NAVD 88 - 88.32 (meters) 289.8 (feet) RESET KS1111 ___________________________________________________________________ KS1111 GEOID HEIGHT- -27.31 (meters) GEOID03 KS1111 KS1111 VERT ORDER - THIRD KS1111 KS1111.The horizontal coordinates were scaled from a topographic map and have KS1111.an estimated accuracy of +/- 6 seconds. KS1111 KS1111.The orthometric height was computed from unverified reset data. KS1111.No vertical observational check was made to the station. KS1111 KS1111.The geoid height was determined by GEOID03. KS1111 KS1111; North East Units Estimated Accuracy KS1111;SPC CA 2 - 737,940. 2,012,940. MT (+/- 180 meters Scaled) KS1111 KS1111 SUPERSEDED SURVEY CONTROL KS1111 KS1111 NGVD 29 (??/??/??) 87.60 (m) 287.4 (f) RESET 3 KS1111 KS1111.Superseded values are not recommended for survey control. KS1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1111.See file dsdata.txt to determine how the superseded data were derived. KS1111 KS1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK985073(NAD 83) KS1111_MARKER: DB = BENCH MARK DISK KS1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1111_STAMPING: N 1175 RESET 1961 KS1111_MARK LOGO: CGS KS1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1111+STABILITY: SURFACE MOTION KS1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1111+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 KS1111 KS1111 HISTORY - Date Condition Report By KS1111 HISTORY - 1961 MONUMENTED CADH KS1111 HISTORY - 19880718 GOOD NGS KS1111 HISTORY - 20040420 GOOD CADT KS1111 KS1111 STATION DESCRIPTION KS1111 KS1111'DESCRIBED BY CA DIV OF HIGHWAYS 1961 KS1111'0.6 MI N FROM CHICO MUNICIPAL AIRPORT. KS1111'0.6 MILE NORTH ALONG COHASSET ROAD FROM THE MAIN (4TH STREET) KS1111'ENTRANCE TO THE CHICO MUNICIPAL AIRPORT, 43 FEET WEST OF THE KS1111'CENTERLINE OF THE ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE KS1111'ROAD APPROACH, 3 FEET EAST OF R/W FENCE, 7 FEET NORTH OF A POWER KS1111'POLE, 3 FEET EAST OF A STEEL WITNESS POST, AND SET IN THE TOP KS1111'OF A CONCRETE POST FLUSH WITH THE GROUND. KS1111 KS1111 STATION RECOVERY (1988) KS1111 KS1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1111'RECOVERED IN GOOD CONDITION. KS1111 KS1111 STATION RECOVERY (2004) KS1111 KS1111'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1111'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9378 *********************************************************************** AH9378 DESIGNATION - N 1472 AH9378 PID - AH9378 AH9378 STATE/COUNTY- CA/BUTTE AH9378 USGS QUAD - BIGGS (1970) AH9378 AH9378 *CURRENT SURVEY CONTROL AH9378 ___________________________________________________________________ AH9378* NAD 83(1986)- 39 25 39. (N) 121 40 41. (W) SCALED AH9378* NAVD 88 - 33.341 (meters) 109.39 (feet) ADJUSTED AH9378 ___________________________________________________________________ AH9378 GEOID HEIGHT- -28.22 (meters) GEOID03 AH9378 DYNAMIC HT - 33.323 (meters) 109.33 (feet) COMP AH9378 MODELED GRAV- 980,079.6 (mgal) NAVD 88 AH9378 AH9378 VERT ORDER - FIRST CLASS II AH9378 AH9378.The horizontal coordinates were scaled from a topographic map and have AH9378.an estimated accuracy of +/- 6 seconds. AH9378 AH9378.The orthometric height was determined by differential leveling AH9378.and adjusted by the National Geodetic Survey in July 2002. AH9378.No vertical observational check was made to the station. AH9378 AH9378.The geoid height was determined by GEOID03. AH9378 AH9378.The dynamic height is computed by dividing the NAVD 88 AH9378.geopotential number by the normal gravity value computed on the AH9378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9378.degrees latitude (g = 980.6199 gals.). AH9378 AH9378.The modeled gravity was interpolated from observed gravity values. AH9378 AH9378; North East Units Estimated Accuracy AH9378;SPC CA 2 - 695,510. 2,027,720. MT (+/- 180 meters Scaled) AH9378 AH9378 SUPERSEDED SURVEY CONTROL AH9378 AH9378.No superseded survey control is available for this station. AH9378 AH9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ137650(NAD 83) AH9378_MARKER: DV = VERTICAL CONTROL DISK AH9378_SETTING: 38 = BRIDGE ABUTMENT AH9378_STAMPING: N 1472 1999 AH9378_MARK LOGO: NGS AH9378_MAGNETIC: N = NO MAGNETIC MATERIAL AH9378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH9378+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 AH9378 AH9378 HISTORY - Date Condition Report By AH9378 HISTORY - 1999 MONUMENTED NGS AH9378 HISTORY - 20040420 GOOD CADT AH9378 AH9378 STATION DESCRIPTION AH9378 AH9378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9378'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9378'BIGGS, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 99, AH9378'THENCE 1.1 KM (0.70 MI) EASTERLY ALONG RIO BONITA ROAD, IN TOP OF AND AH9378'0.8 M (2.6 FT) NORTH OF THE SOUTH END OF WEST CONCRETE ABUTMENT OF A AH9378'BRIDGE SPANNING A CANAL, 2.8 M (9.2 FT) SOUTH OF AND LEVEL WITH THE AH9378'ROAD CENTERLINE, AND 0.2 M (0.7 FT) SOUTH OF A GUARD RAIL. NOTE--THE AH9378'MARK IS ON ROAD RIGHT-OF-WAY. AH9378 AH9378 STATION RECOVERY (2004) AH9378 AH9378'RECOVERY NOTE BY CALTRANS 2004 (RLM) AH9378'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1120 *********************************************************************** KS1120 DESIGNATION - N 17 KS1120 PID - KS1120 KS1120 STATE/COUNTY- CA/BUTTE KS1120 USGS QUAD - CHICO (1978) KS1120 KS1120 *CURRENT SURVEY CONTROL KS1120 ___________________________________________________________________ KS1120* NAD 83(1986)- 39 43 23. (N) 121 50 45. (W) SCALED KS1120* NAVD 88 - 58.555 (meters) 192.11 (feet) ADJUSTED KS1120 ___________________________________________________________________ KS1120 GEOID HEIGHT- -27.45 (meters) GEOID03 KS1120 DYNAMIC HT - 58.525 (meters) 192.01 (feet) COMP KS1120 MODELED GRAV- 980,129.7 (mgal) NAVD 88 KS1120 KS1120 VERT ORDER - FIRST CLASS II KS1120 KS1120.The horizontal coordinates were scaled from a topographic map and have KS1120.an estimated accuracy of +/- 6 seconds. KS1120 KS1120.The orthometric height was determined by differential leveling KS1120.and adjusted by the National Geodetic Survey in June 1991. KS1120 KS1120.The geoid height was determined by GEOID03. KS1120 KS1120.The dynamic height is computed by dividing the NAVD 88 KS1120.geopotential number by the normal gravity value computed on the KS1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1120.degrees latitude (g = 980.6199 gals.). KS1120 KS1120.The modeled gravity was interpolated from observed gravity values. KS1120 KS1120; North East Units Estimated Accuracy KS1120;SPC CA 2 - 728,290. 2,013,220. MT (+/- 180 meters Scaled) KS1120 KS1120 SUPERSEDED SURVEY CONTROL KS1120 KS1120 NGVD 29 (??/??/??) 57.846 (m) 189.78 (f) ADJUSTED 1 2 KS1120 KS1120.Superseded values are not recommended for survey control. KS1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1120.See file dsdata.txt to determine how the superseded data were derived. KS1120 KS1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ989976(NAD 83) KS1120_MARKER: DB = BENCH MARK DISK KS1120_SETTING: 36 = WATER TANK KS1120_STAMPING: 189.557 FEET N 17 1919 KS1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1120 KS1120 HISTORY - Date Condition Report By KS1120 HISTORY - 1919 MONUMENTED CGS KS1120 HISTORY - 1948 GOOD NGS KS1120 HISTORY - 19880718 MARK NOT FOUND NGS KS1120 KS1120 STATION DESCRIPTION KS1120 KS1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1120'AT CHICO. KS1120'AT CHICO, BUTTE COUNTY, DIAGONALLY OPPOSITE THE SOUTHERN PACIFIC KS1120'CO. RAILROAD STATION, 88 FEET SOUTH OF THE SOUTH TRACK, IN THE KS1120'TOP OF THE NORTHWEST CONCRETE PEDESTAL OF A LARGE RAILROAD WATER KS1120'TANK AND ABOUT 3 FEET HIGHER THAN THE GROUND. KS1120 KS1120 STATION RECOVERY (1988) KS1120 KS1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1120'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0194 *********************************************************************** KT0194 DESIGNATION - N 199 KT0194 PID - KT0194 KT0194 STATE/COUNTY- CA/GLENN KT0194 USGS QUAD - KIRKWOOD (1969) KT0194 KT0194 *CURRENT SURVEY CONTROL KT0194 ___________________________________________________________________ KT0194* NAD 83(1986)- 39 47 44. (N) 122 10 45. (W) SCALED KT0194* NAVD 88 - 78.26 (+/-2cm) 256.8 (feet) VERTCON KT0194 ___________________________________________________________________ KT0194 GEOID HEIGHT- -28.43 (meters) GEOID03 KT0194 KT0194 VERT ORDER - FIRST CLASS II (See Below) KT0194 KT0194.The horizontal coordinates were scaled from a topographic map and have KT0194.an estimated accuracy of +/- 6 seconds. KT0194 KT0194.The NAVD 88 height was computed by applying the VERTCON shift value to KT0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0194.The vertical order pertains to the NGVD 29 superseded value. KT0194 KT0194.The geoid height was determined by GEOID03. KT0194 KT0194; North East Units Estimated Accuracy KT0194;SPC CA 2 - 736,340. 1,984,660. MT (+/- 180 meters Scaled) KT0194 KT0194 SUPERSEDED SURVEY CONTROL KT0194 KT0194 NGVD 29 (??/??/92) 77.510 (m) 254.30 (f) ADJ UNCH 1 2 KT0194 KT0194.Superseded values are not recommended for survey control. KT0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0194.See file dsdata.txt to determine how the superseded data were derived. KT0194 KT0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK702053(NAD 83) KT0194_MARKER: DD = SURVEY DISK KT0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0194_STAMPING: N 199 1935 KT0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0194+STABILITY: SURFACE MOTION KT0194 KT0194 HISTORY - Date Condition Report By KT0194 HISTORY - 1935 MONUMENTED CGS KT0194 HISTORY - 1949 GOOD NGS KT0194 KT0194 STATION DESCRIPTION KT0194 KT0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0194'3.7 MI N FROM ORLAND. KT0194'3.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0194'STATION AT ORLAND, ABOUT 4.4 MILES SOUTH OF KIRKWOOD, AT MILE KT0194'POST 169, ABOUT 125 FEET NORTHEAST OF MILE POST NO. 169, KT0194'33 FEET EAST OF THE CENTER LINE OF THE TRACKS, 17.3 FEET KT0194'WEST OF A FENCE LINE, 11.5 FEET WEST OF A TELEPHONE POLE, 3 KT0194'FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A KT0194'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0540 *********************************************************************** KT0540 DESIGNATION - N 216 KT0540 PID - KT0540 KT0540 STATE/COUNTY- CA/GLENN KT0540 USGS QUAD - STONYFORD (1994) KT0540 KT0540 *CURRENT SURVEY CONTROL KT0540 ___________________________________________________________________ KT0540* NAD 83(1986)- 39 26 14. (N) 122 30 28. (W) SCALED KT0540* NAVD 88 - 310.44 (+/-2cm) 1018.5 (feet) VERTCON KT0540 ___________________________________________________________________ KT0540 GEOID HEIGHT- -29.05 (meters) GEOID03 KT0540 KT0540 VERT ORDER - SECOND CLASS 0 (See Below) KT0540 KT0540.The horizontal coordinates were scaled from a topographic map and have KT0540.an estimated accuracy of +/- 6 seconds. KT0540 KT0540.The NAVD 88 height was computed by applying the VERTCON shift value to KT0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0540.The vertical order pertains to the NGVD 29 superseded value. KT0540 KT0540.The geoid height was determined by GEOID03. KT0540 KT0540; North East Units Estimated Accuracy KT0540;SPC CA 2 - 696,670. 1,956,290. MT (+/- 180 meters Scaled) KT0540 KT0540 SUPERSEDED SURVEY CONTROL KT0540 KT0540 NGVD 29 (??/??/92) 309.608 (m) 1015.77 (f) ADJ UNCH 2 0 KT0540 KT0540.Superseded values are not recommended for survey control. KT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0540.See file dsdata.txt to determine how the superseded data were derived. KT0540 KT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ423654(NAD 83) KT0540_MARKER: DB = BENCH MARK DISK KT0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0540_STAMPING: N 216 1935 KT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0540+STABILITY: SURFACE MOTION KT0540 KT0540 HISTORY - Date Condition Report By KT0540 HISTORY - 1935 MONUMENTED CGS KT0540 KT0540 STATION DESCRIPTION KT0540 KT0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0540'5.8 MI N FROM STONYFORD. KT0540'IN GLENN COUNTY, 5.8 MILES NORTH ALONG THE ELK CREEK ROAD KT0540'FROM THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 22.5 FEET KT0540'EAST OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTH OF A BRACED KT0540'POST AT THE SOUTH END OF A WIRE GAP, 8 FEET NORTH OF A TELEPHONE KT0540'POLE, AND 3.5 FEET WEST OF THE FENCE. A STANDARD DISK, STAMPED KT0540'N 216 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0165 *********************************************************************** KT0165 DESIGNATION - N 226 KT0165 PID - KT0165 KT0165 STATE/COUNTY- CA/GLENN KT0165 USGS QUAD - WILLOWS (1969) KT0165 KT0165 *CURRENT SURVEY CONTROL KT0165 ___________________________________________________________________ KT0165* NAD 83(1986)- 39 31 15. (N) 122 11 49. (W) SCALED KT0165* NAVD 88 - 41.90 (+/-2cm) 137.5 (feet) VERTCON KT0165 ___________________________________________________________________ KT0165 GEOID HEIGHT- -28.95 (meters) GEOID03 KT0165 KT0165 VERT ORDER - FIRST CLASS II (See Below) KT0165 KT0165.The horizontal coordinates were scaled from a topographic map and have KT0165.an estimated accuracy of +/- 6 seconds. KT0165 KT0165.The NAVD 88 height was computed by applying the VERTCON shift value to KT0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0165.The vertical order pertains to the NGVD 29 superseded value. KT0165 KT0165.The geoid height was determined by GEOID03. KT0165 KT0165; North East Units Estimated Accuracy KT0165;SPC CA 2 - 705,840. 1,983,070. MT (+/- 180 meters Scaled) KT0165 KT0165 SUPERSEDED SURVEY CONTROL KT0165 KT0165 NGVD 29 (??/??/92) 41.152 (m) 135.01 (f) ADJ UNCH 1 2 KT0165 KT0165.Superseded values are not recommended for survey control. KT0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0165.See file dsdata.txt to determine how the superseded data were derived. KT0165 KT0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ690748(NAD 83) KT0165_MARKER: DB = BENCH MARK DISK KT0165_SETTING: 30 = POST KT0165_STAMPING: N 226 1936 KT0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0165 KT0165 HISTORY - Date Condition Report By KT0165 HISTORY - 1936 MONUMENTED CGS KT0165 HISTORY - 1967 GOOD NGS KT0165 KT0165 STATION DESCRIPTION KT0165 KT0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0165'AT WILLOWS. KT0165'AT WILLOWS, AT THE NORTHWEST CORNER OF THE JUNCTION OF SYCAMORE KT0165'AND SHASTA STREETS, AT THE WEST SIDE OF THE POST OFFICE, KT0165'SET VERTICALLY IN THE SOUTH FACE OF THE WEST BALUSTRADE BEARING KT0165'A STEEL LAMP POST, 23 FEET NORTH OF THE NORTH CURB OF SYCAMORE KT0165'STREET, 20 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO KT0165'THE POST OFFICE, AND ABOUT 3 FEET HIGHER THAN THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0096 *********************************************************************** KT0096 DESIGNATION - N 276 KT0096 PID - KT0096 KT0096 STATE/COUNTY- CA/TEHAMA KT0096 USGS QUAD - BLACK BUTTE DAM (1973) KT0096 KT0096 *CURRENT SURVEY CONTROL KT0096 ___________________________________________________________________ KT0096* NAD 83(1986)- 39 47 58. (N) 122 21 37. (W) SCALED KT0096* NAVD 88 - 125.64 (+/-2cm) 412.2 (feet) VERTCON KT0096 ___________________________________________________________________ KT0096 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0096 KT0096 VERT ORDER - SECOND CLASS 0 (See Below) KT0096 KT0096.The horizontal coordinates were scaled from a topographic map and have KT0096.an estimated accuracy of +/- 6 seconds. KT0096 KT0096.The NAVD 88 height was computed by applying the VERTCON shift value to KT0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0096.The vertical order pertains to the NGVD 29 superseded value. KT0096 KT0096.The geoid height was determined by GEOID03. KT0096 KT0096; North East Units Estimated Accuracy KT0096;SPC CA 1 - 551,820. 1,969,140. MT (+/- 180 meters Scaled) KT0096 KT0096 SUPERSEDED SURVEY CONTROL KT0096 KT0096 NGVD 29 (??/??/92) 124.841 (m) 409.58 (f) ADJ UNCH 2 0 KT0096 KT0096.Superseded values are not recommended for survey control. KT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0096.See file dsdata.txt to determine how the superseded data were derived. KT0096 KT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK547056(NAD 83) KT0096_MARKER: DB = BENCH MARK DISK KT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0096_STAMPING: N 276 1935 KT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0096+STABILITY: SURFACE MOTION KT0096 KT0096 HISTORY - Date Condition Report By KT0096 HISTORY - 1935 MONUMENTED CGS KT0096 HISTORY - 1942 GOOD NGS KT0096 HISTORY - 1966 MARK NOT FOUND USGS KT0096 KT0096 STATION DESCRIPTION KT0096 KT0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0096'16 MI S FROM HENLEYVILLE. KT0096'16 MILES SOUTH ALONG A ROAD AND A TRAIL FROM HENLEYVILLE, TEHAMA KT0096'COUNTY, ABOUT 9 MILES EAST OF NEWVILLE, NEAR THE TEHAMA-GLENN KT0096'COUNTY LINE, AT A ROAD JUNCTION, 40 FEET EAST OF THE CENTERLINE OF KT0096'THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD DISK, KT0096'STAMPED N 276 1935 AND SET IN THE TOP OF A CONCRETE POST. KT0096 KT0096 STATION RECOVERY (1966) KT0096 KT0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0096'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1143 *********************************************************************** KS1143 DESIGNATION - N 380 KS1143 PID - KS1143 KS1143 STATE/COUNTY- CA/BUTTE KS1143 USGS QUAD - NELSON (1976) KS1143 KS1143 *CURRENT SURVEY CONTROL KS1143 ___________________________________________________________________ KS1143* NAD 83(1986)- 39 32 03. (N) 121 45 29. (W) SCALED KS1143* NAVD 88 - 36.245 (meters) 118.91 (feet) ADJUSTED KS1143 ___________________________________________________________________ KS1143 GEOID HEIGHT- -27.86 (meters) GEOID03 KS1143 DYNAMIC HT - 36.226 (meters) 118.85 (feet) COMP KS1143 MODELED GRAV- 980,114.1 (mgal) NAVD 88 KS1143 KS1143 VERT ORDER - FIRST CLASS II KS1143 KS1143.The horizontal coordinates were scaled from a topographic map and have KS1143.an estimated accuracy of +/- 6 seconds. KS1143 KS1143.The orthometric height was determined by differential leveling KS1143.and adjusted by the National Geodetic Survey in June 1991. KS1143 KS1143.The geoid height was determined by GEOID03. KS1143 KS1143.The dynamic height is computed by dividing the NAVD 88 KS1143.geopotential number by the normal gravity value computed on the KS1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1143.degrees latitude (g = 980.6199 gals.). KS1143 KS1143.The modeled gravity was interpolated from observed gravity values. KS1143 KS1143; North East Units Estimated Accuracy KS1143;SPC CA 2 - 707,330. 2,020,800. MT (+/- 180 meters Scaled) KS1143 KS1143 SUPERSEDED SURVEY CONTROL KS1143 KS1143 NGVD 29 (??/??/??) 35.536 (m) 116.59 (f) ADJUSTED 1 2 KS1143 KS1143.Superseded values are not recommended for survey control. KS1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1143.See file dsdata.txt to determine how the superseded data were derived. KS1143 KS1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ067767(NAD 83) KS1143_MARKER: DB = BENCH MARK DISK KS1143_SETTING: 36 = BRIDGE KS1143_STAMPING: N 380 1949 KS1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1143 KS1143 HISTORY - Date Condition Report By KS1143 HISTORY - 1949 MONUMENTED CGS KS1143 HISTORY - 20040420 MARK NOT FOUND CADT KS1143 KS1143 STATION DESCRIPTION KS1143 KS1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1143'1.4 MI S FROM NELSON. KS1143'1.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS1143'THE SIDING SIGN AT NELSON, 2.6 MILES NORTH OF RICHVALE, 0.1 KS1143'MILE NORTH OF MILEPOST 170, 88 FEET EAST OF THE CENTER LINE KS1143'OF U.S. HIGHWAY 99 E, AT CONCRETE BRIDGE 170.14, IN THE TOP OF KS1143'THE EAST END OF THE SOUTH ABUTMENT, 6.4 FEET EAST OF THE EAST KS1143'RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACKS. KS1143 KS1143 STATION RECOVERY (2004) KS1143 KS1143'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1143'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1093 *********************************************************************** KS1093 DESIGNATION - N 848 KS1093 PID - KS1093 KS1093 STATE/COUNTY- CA/BUTTE KS1093 USGS QUAD - CHICO (1978) KS1093 KS1093 *CURRENT SURVEY CONTROL KS1093 ___________________________________________________________________ KS1093* NAD 83(1986)- 39 44 17. (N) 121 52 06. (W) SCALED KS1093* NAVD 88 - 55.367 (meters) 181.65 (feet) ADJUSTED KS1093 ___________________________________________________________________ KS1093 GEOID HEIGHT- -27.48 (meters) GEOID03 KS1093 DYNAMIC HT - 55.340 (meters) 181.56 (feet) COMP KS1093 MODELED GRAV- 980,131.7 (mgal) NAVD 88 KS1093 KS1093 VERT ORDER - FIRST CLASS II KS1093 KS1093.The horizontal coordinates were scaled from a topographic map and have KS1093.an estimated accuracy of +/- 6 seconds. KS1093 KS1093.The orthometric height was determined by differential leveling KS1093.and adjusted by the National Geodetic Survey in June 1991. KS1093 KS1093.The geoid height was determined by GEOID03. KS1093 KS1093.The dynamic height is computed by dividing the NAVD 88 KS1093.geopotential number by the normal gravity value computed on the KS1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1093.degrees latitude (g = 980.6199 gals.). KS1093 KS1093.The modeled gravity was interpolated from observed gravity values. KS1093 KS1093; North East Units Estimated Accuracy KS1093;SPC CA 2 - 729,950. 2,011,290. MT (+/- 180 meters Scaled) KS1093 KS1093 SUPERSEDED SURVEY CONTROL KS1093 KS1093 NGVD 29 (??/??/??) 54.657 (m) 179.32 (f) ADJUSTED 1 2 KS1093 KS1093.Superseded values are not recommended for survey control. KS1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1093.See file dsdata.txt to determine how the superseded data were derived. KS1093 KS1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ969992(NAD 83) KS1093_MARKER: DB = BENCH MARK DISK KS1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1093_STAMPING: N 848 1948 KS1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1093+STABILITY: SURFACE MOTION KS1093 KS1093 HISTORY - Date Condition Report By KS1093 HISTORY - 1948 MONUMENTED CGS KS1093 HISTORY - 1977 MARK NOT FOUND LOCENG KS1093 KS1093 STATION DESCRIPTION KS1093 KS1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1093'1.7 MI NW FROM CHICO. KS1093'ABOUT 1.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1093'FROM THE STATION AT CHICO, AT CROSSING NO. 185.7, ABOUT 65 FEET KS1093'SOUTHWEST OF A WHITE FARM HOUSE, 56.0 FEET NORTH OF THE NORTH KS1093'RAIL OF THE MAIN TRACK, 38.6 FEET WEST OF THE CENTER LINE OF THE KS1093'OILED ROAD CROSSING THE TRACKS, 2.0 FEET SOUTH OF A TELEPHONE KS1093'POLE WITH A GUY WIRE, SET IN THE TOP OF A CONCRETE POST PROJECTING KS1093'0.5 FOOT ABOVE THE GROUND. WITNESS POST SET 3.6 FEET SOUTHWEST KS1093'OF THE STATION. KS1093 KS1093 STATION RECOVERY (1977) KS1093 KS1093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 KS1093'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH5606 *********************************************************************** AH5606 DESIGNATION - N 848 RESET AH5606 PID - AH5606 AH5606 STATE/COUNTY- CA/BUTTE AH5606 USGS QUAD - CHICO (1978) AH5606 AH5606 *CURRENT SURVEY CONTROL AH5606 ___________________________________________________________________ AH5606* NAD 83(1986)- 39 44 17. (N) 121 52 06. (W) SCALED AH5606* NAVD 88 - 54.99 (meters) 180.4 (feet) RESET AH5606 ___________________________________________________________________ AH5606 GEOID HEIGHT- -27.48 (meters) GEOID03 AH5606 AH5606 VERT ORDER - THIRD AH5606 AH5606.The horizontal coordinates were scaled from a topographic map and have AH5606.an estimated accuracy of +/- 6 seconds. AH5606 AH5606.The orthometric height was computed from unverified reset data. AH5606 AH5606.The geoid height was determined by GEOID03. AH5606 AH5606; North East Units Estimated Accuracy AH5606;SPC CA 2 - 729,950. 2,011,290. MT (+/- 180 meters Scaled) AH5606 AH5606 SUPERSEDED SURVEY CONTROL AH5606 AH5606.No superseded survey control is available for this station. AH5606 AH5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ969992(NAD 83) AH5606_MARKER: DV = VERTICAL CONTROL DISK AH5606_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED AH5606+WITH SETTING: INTO GROUND AH5606_STAMPING: N 848 RESET 1977 AH5606_MARK LOGO: NGS AH5606_PROJECTION: FLUSH AH5606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AH5606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH5606+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 AH5606 AH5606 HISTORY - Date Condition Report By AH5606 HISTORY - 1977 MONUMENTED NGS AH5606 HISTORY - 20040420 GOOD CADT AH5606 AH5606 STATION DESCRIPTION AH5606 AH5606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH5606'1.7 MILES (2.7 KM) NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY AH5606'RAILROAD FROM THE STATION AT CHICO, AT CROSSING NO 185.7, AT THE AH5606'CROSSING OF EAST EIGHTH AVENUE, 155 FEET (47.2 M) NORTHWEST OF THE AH5606'CENTERLINE OF THE AVENUE, 37.9 FEET (11.6 M) NORTHEAST OF THE AH5606'NORTHEAST RAIL OF THE TRACK, 3.0 FEET (0.9 M) SOUTHEAST OF A TELEGRAPH AH5606'POLE, 1.0 FEET (0.3 M) NORTHWEST OF A METAL WITNESS POST WITH SIGN, AH5606'ABOUT 3 FEET (0.9 M) LOWER THAN THE TRACK, AND ATTACHED TO THE TOP OF AH5606'A 2 1/4 INCH ALUMINUM PIPE WITH BASE PLATE AND MAGNETS IN TOP AND AH5606'BOTTOM SECTIONS, PROJECTING 0.1 FOOT (3.0 CM) ABOVE THE GROUND. AH5606 AH5606 STATION RECOVERY (2004) AH5606 AH5606'RECOVERY NOTE BY CALTRANS 2004 (RLM) AH5606'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0512 *********************************************************************** KT0512 DESIGNATION - N 851 KT0512 PID - KT0512 KT0512 STATE/COUNTY- CA/GLENN KT0512 USGS QUAD - LOGANDALE (1973) KT0512 KT0512 *CURRENT SURVEY CONTROL KT0512 ___________________________________________________________________ KT0512* NAD 83(1992)- 39 27 56.43686(N) 122 14 55.34635(W) ADJUSTED KT0512* NAVD 88 - 44.16 (+/-2cm) 144.9 (feet) VERTCON KT0512 ___________________________________________________________________ KT0512 EPOCH DATE - 1991.35 KT0512 LAPLACE CORR- 2.70 (seconds) DEFLEC99 KT0512 GEOID HEIGHT- -29.19 (meters) GEOID03 KT0512 KT0512 HORZ ORDER - SECOND KT0512 VERT ORDER - FIRST CLASS II (See Below) KT0512 KT0512.The horizontal coordinates were established by classical geodetic methods KT0512.and adjusted by the National Geodetic Survey in March 1994. KT0512.The horizontal coordinates are valid at the epoch date displayed above. KT0512.The epoch date for horizontal control is a decimal equivalence KT0512.of Year/Month/Day. KT0512 KT0512.The NAVD 88 height was computed by applying the VERTCON shift value to KT0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0512.The vertical order pertains to the NGVD 29 superseded value. KT0512 KT0512.The Laplace correction was computed from DEFLEC99 derived deflections. KT0512 KT0512.The geoid height was determined by GEOID03. KT0512 KT0512; North East Units Scale Factor Converg. KT0512;SPC CA 2 - 699,731.637 1,978,598.696 MT 0.99993673 -0 09 24.5 KT0512;SPC CA 2 - 2,295,702.88 6,491,452.56 sFT 0.99993673 -0 09 24.5 KT0512;UTM 10 - 4,368,724.649 564,627.523 MT 0.99965142 +0 28 39.2 KT0512 KT0512! - Elev Factor x Scale Factor = Combined Factor KT0512!SPC CA 2 - 0.99999765 x 0.99993673 = 0.99993438 KT0512!UTM 10 - 0.99999765 x 0.99965142 = 0.99964907 KT0512 KT0512 SUPERSEDED SURVEY CONTROL KT0512 KT0512 NAD 83(1986)- 39 27 56.42910(N) 122 14 55.34220(W) AD(1984.00) 2 KT0512 NAD 27 - 39 27 56.85320(N) 122 14 51.40316(W) AD( ) 2 KT0512 NGVD 29 (??/??/92) 43.413 (m) 142.43 (f) ADJ UNCH 1 2 KT0512 KT0512.Superseded values are not recommended for survey control. KT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0512.See file dsdata.txt to determine how the superseded data were derived. KT0512 KT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6462868725(NAD 83) KT0512_MARKER: DB = BENCH MARK DISK KT0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0512_STAMPING: N 851 1949 KT0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0512+STABILITY: SURFACE MOTION KT0512 KT0512 HISTORY - Date Condition Report By KT0512 HISTORY - 1949 MONUMENTED CGS KT0512 HISTORY - 1964 GOOD CGS KT0512 HISTORY - 1979 SEE DESCRIPTION NGS KT0512 KT0512 STATION DESCRIPTION KT0512 KT0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0512'6.5 MI SW FROM WILLOWS. KT0512'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0512'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0512'3.8 MILES SOUTH ALONG COUNTY ROAD D, AT A CROSS ROAD, 62.5 KT0512'FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE KT0512'ROADS, 19.5 FEET NORTHEAST OF A POWER POLE, 13 FEET NORTH OF KT0512'A FENCE CORNER, 1.5 FEET WEST OF A FENCE CORNER, AND SET IN THE KT0512'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. KT0512 KT0512 STATION RECOVERY (1964) KT0512 KT0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJL) KT0512'THE STATION IS LOCATED ABOUT 3 MILES WEST AND 4 MILES SOUTH OF KT0512'WILLOWS ON ROAD RIGHT-OF-WAY PROPERTY. KT0512' KT0512'MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK KT0512'STAMPED N 851 1949, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE KT0512'MONUMENT THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE. IT IS KT0512'39 FEET EAST OF THE CENTER OF ROAD D, 19.3 FEET SOUTHEAST OF THE KT0512'METAL WITNESS POST, 19 FEET NORTHEAST OF THE POWER POLE AND KT0512'9.5 FEET EAST OF THE FENCE. KT0512 KT0512 STATION RECOVERY (1979) KT0512 KT0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) KT0512'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0195 *********************************************************************** KT0195 DESIGNATION - N 852 KT0195 PID - KT0195 KT0195 STATE/COUNTY- CA/TEHAMA KT0195 USGS QUAD - KIRKWOOD (1969) KT0195 KT0195 *CURRENT SURVEY CONTROL KT0195 ___________________________________________________________________ KT0195* NAD 83(1986)- 39 48 35. (N) 122 10 21. (W) SCALED KT0195* NAVD 88 - 75.38 (+/-2cm) 247.3 (feet) VERTCON KT0195 ___________________________________________________________________ KT0195 GEOID HEIGHT- -28.40 (meters) GEOID03 KT0195 KT0195 VERT ORDER - FIRST CLASS II (See Below) KT0195 KT0195.The horizontal coordinates were scaled from a topographic map and have KT0195.an estimated accuracy of +/- 6 seconds. KT0195 KT0195.The NAVD 88 height was computed by applying the VERTCON shift value to KT0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0195.The vertical order pertains to the NGVD 29 superseded value. KT0195 KT0195.The geoid height was determined by GEOID03. KT0195 KT0195; North East Units Estimated Accuracy KT0195;SPC CA 1 - 552,910. 1,985,230. MT (+/- 180 meters Scaled) KT0195 KT0195 SUPERSEDED SURVEY CONTROL KT0195 KT0195 NGVD 29 (??/??/92) 74.631 (m) 244.85 (f) ADJ UNCH 1 2 KT0195 KT0195.Superseded values are not recommended for survey control. KT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0195.See file dsdata.txt to determine how the superseded data were derived. KT0195 KT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK708069(NAD 83) KT0195_MARKER: DB = BENCH MARK DISK KT0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0195_STAMPING: N 852 1949 KT0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0195+STABILITY: SURFACE MOTION KT0195 KT0195 HISTORY - Date Condition Report By KT0195 HISTORY - 1949 MONUMENTED CGS KT0195 KT0195 STATION DESCRIPTION KT0195 KT0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0195'3.3 MI S FROM KIRKWOOD. KT0195'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM GRADE KT0195'CROSSING NO. AE 173.4 AT KIRKWOOD, 90.5 FEET SOUTHEAST OF THE KT0195'2ND POLE NORTH OF MILE POST NO. 170, 36 FEET EAST OF THE KT0195'CENTER LINE OF THE TRACKS, 25 FEET WEST OF THE CENTER LINE KT0195'OF A DIRT ROAD, 14.3 FEET WEST OF A FENCE LINE, 12.5 FEET KT0195'NORTHWEST OF A TELEPHONE POLE, 3.3 FEET SOUTH OF A WITNESS KT0195'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 KT0195'FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1019 *********************************************************************** KS1019 DESIGNATION - N 853 KS1019 PID - KS1019 KS1019 STATE/COUNTY- CA/BUTTE KS1019 USGS QUAD - BIGGS (1970) KS1019 KS1019 *CURRENT SURVEY CONTROL KS1019 ___________________________________________________________________ KS1019* NAD 83(1986)- 39 29 41. (N) 121 42 33. (W) SCALED KS1019* NAVD 88 - 33.901 (meters) 111.22 (feet) ADJUSTED KS1019 ___________________________________________________________________ KS1019 GEOID HEIGHT- -27.98 (meters) GEOID03 KS1019 DYNAMIC HT - 33.883 (meters) 111.16 (feet) COMP KS1019 MODELED GRAV- 980,096.6 (mgal) NAVD 88 KS1019 KS1019 VERT ORDER - FIRST CLASS II KS1019 KS1019.The horizontal coordinates were scaled from a topographic map and have KS1019.an estimated accuracy of +/- 6 seconds. KS1019 KS1019.The orthometric height was determined by differential leveling KS1019.and adjusted by the National Geodetic Survey in June 1991. KS1019.WARNING-Repeat measurements at this control monument indicate possible KS1019.vertical movement. KS1019 KS1019.The geoid height was determined by GEOID03. KS1019 KS1019.The dynamic height is computed by dividing the NAVD 88 KS1019.geopotential number by the normal gravity value computed on the KS1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1019.degrees latitude (g = 980.6199 gals.). KS1019 KS1019.The modeled gravity was interpolated from observed gravity values. KS1019 KS1019; North East Units Estimated Accuracy KS1019;SPC CA 2 - 702,970. 2,025,020. MT (+/- 180 meters Scaled) KS1019 KS1019 SUPERSEDED SURVEY CONTROL KS1019 KS1019 NGVD 29 (??/??/??) 33.300 (m) 109.25 (f) ADJUSTED 1 2 KS1019 KS1019.Superseded values are not recommended for survey control. KS1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1019.See file dsdata.txt to determine how the superseded data were derived. KS1019 KS1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ109724(NAD 83) KS1019_MARKER: DB = BENCH MARK DISK KS1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1019_STAMPING: N 853 1949 KS1019_MARK LOGO: CGS KS1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1019+STABILITY: SURFACE MOTION KS1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1019+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988 KS1019 KS1019 HISTORY - Date Condition Report By KS1019 HISTORY - 1949 MONUMENTED CGS KS1019 HISTORY - 19880804 POOR NGS KS1019 KS1019 STATION DESCRIPTION KS1019 KS1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1019'2 MI E FROM RICHVALE. KS1019'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS1019'STATION AT RICHVALE, THENCE 1.8 MILES EAST ALONG U.S. HIGHWAY KS1019'99 E, 25.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET KS1019'SOUTH OF THE SOUTH BANK OF A DITCH, 6 FEET EAST OF A POWER LINE KS1019'POLE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET KS1019'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST KS1019'PROJECTING 0.3 FOOT ABOVE THE GROUND. KS1019 KS1019 STATION RECOVERY (1988) KS1019 KS1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1019'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 2.9 KM KS1019'(1.80 MI) EASTERLY ALONG RICHVALE HIGHWAY FROM THE JUNCTION OF THE KS1019'SOUTHERN PACIFIC RAILROAD IN RICHVALE, 0.2 KM (0.10 MI) WEST OF A KS1019'SMALL HIGHWAY BRIDGE, 16.5 M (54.1 FT) EAST OF A UTILITY POLE, 7.9 M KS1019'(25.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTH KS1019'OF THE SOUTH BANK OF AN IRRIGATION DITCH, AND 0.4 M (1.3 FT) BELOW THE KS1019'LEVEL OF THE HIGHWAY. NOTE--THE POST HAS BEEN HIT AND IS CHIPPED AND KS1019'LEANING TO THE NORTH, BUT IS SOLID IN PLACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1918 *********************************************************************** KS1918 DESIGNATION - NORD KS1918 PID - KS1918 KS1918 STATE/COUNTY- CA/BUTTE KS1918 USGS QUAD - NORD (1969) KS1918 KS1918 *CURRENT SURVEY CONTROL KS1918 ___________________________________________________________________ KS1918* NAD 83(1992)- 39 47 52.36216(N) 121 54 12.93417(W) ADJUSTED KS1918* NAVD 88 - 55.081 (meters) 180.71 (feet) ADJUSTED KS1918 ___________________________________________________________________ KS1918 EPOCH DATE - 1991.35 KS1918 LAPLACE CORR- 6.01 (seconds) DEFLEC99 KS1918 GEOID HEIGHT- -27.49 (meters) GEOID03 KS1918 DYNAMIC HT - 55.054 (meters) 180.62 (feet) COMP KS1918 MODELED GRAV- 980,126.7 (mgal) NAVD 88 KS1918 KS1918 HORZ ORDER - FIRST KS1918 VERT ORDER - FIRST CLASS II KS1918 KS1918.The horizontal coordinates were established by classical geodetic methods KS1918.and adjusted by the National Geodetic Survey in March 1994. KS1918.The horizontal coordinates are valid at the epoch date displayed above. KS1918.The epoch date for horizontal control is a decimal equivalence KS1918.of Year/Month/Day. KS1918 KS1918.The orthometric height was determined by differential leveling KS1918.and adjusted by the National Geodetic Survey in June 1991. KS1918 KS1918.The Laplace correction was computed from DEFLEC99 derived deflections. KS1918 KS1918.The geoid height was determined by GEOID03. KS1918 KS1918.The dynamic height is computed by dividing the NAVD 88 KS1918.geopotential number by the normal gravity value computed on the KS1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1918.degrees latitude (g = 980.6199 gals.). KS1918 KS1918.The modeled gravity was interpolated from observed gravity values. KS1918 KS1918; North East Units Scale Factor Converg. KS1918;SPC CA 2 - 736,588.836 2,008,256.735 MT 0.99999210 +0 03 38.8 KS1918;SPC CA 2 - 2,416,625.21 6,588,755.64 sFT 0.99999210 +0 03 38.8 KS1918;SPC CA 1 - 551,588.495 2,008,257.271 MT 1.00005702 +0 03 46.9 KS1918;SPC CA 1 - 1,809,669.92 6,588,757.40 sFT 1.00005702 +0 03 46.9 KS1918;UTM 10 - 4,405,898.983 593,865.389 MT 0.99970847 +0 42 06.6 KS1918 KS1918! - Elev Factor x Scale Factor = Combined Factor KS1918!SPC CA 2 - 0.99999567 x 0.99999210 = 0.99998777 KS1918!SPC CA 1 - 0.99999567 x 1.00005702 = 1.00005269 KS1918!UTM 10 - 0.99999567 x 0.99970847 = 0.99970414 KS1918 KS1918: Primary Azimuth Mark Grid Az KS1918:SPC CA 2 - NORD AZ MK 143 52 36.1 KS1918:SPC CA 1 - NORD AZ MK 143 52 28.0 KS1918:UTM 10 - NORD AZ MK 143 14 08.3 KS1918 KS1918|---------------------------------------------------------------------| KS1918| PID Reference Object Distance Geod. Az | KS1918| dddmmss.s | KS1918| DB7411 NORD RM 1 29.719 METERS 03242 | KS1918| KS1911 AIRPORT BEACON CHICO MUN APT APPROX. 4.4 KM 0870819.9 | KS1918| KS1913 CHICO AIRPORT CONTROL TOWER APPROX. 4.2 KM 0885635.4 | KS1918| DB7413 NORD RM 3 35.122 METERS 10909 | KS1918| DB7412 NORD RM 2 40.666 METERS 11333 | KS1918| KS1909 KHSL RADIO MAST APPROX. 9.6 KM 1230521.0 | KS1918| KS1902 CHICO RADIO STA KHSL EAST MAST APPROX.12.3 KM 1262103.5 | KS1918| KS1899 CHICO RADIO STA KPAY CEN MAST APPROX.13.8 KM 1345155.7 | KS1918| KS1896 CHICO NORTH MUNICIPAL TANK APPROX. 7.7 KM 1415454.4 | KS1918| KS1917 NORD AZ MK APPROX. 0.6 KM 1435614.9 | KS1918| KS1895 CHICO WEST MUNICIPAL TANK APPROX. 9.4 KM 1484532.6 | KS1918| DB7414 NORD RM 4 16.895 METERS 15116 | KS1918| KS1897 CHICO PTT CO MICROWAVE TOWER APPROX. 7.3 KM 1554404.9 | KS1918|---------------------------------------------------------------------| KS1918 KS1918 SUPERSEDED SURVEY CONTROL KS1918 KS1918 NAD 83(1986)- 39 47 52.35204(N) 121 54 12.93301(W) AD(1984.00) 1 KS1918 NAD 27 - 39 47 52.77500(N) 121 54 09.00600(W) AD( ) 1 KS1918 NGVD 29 (07/19/86) 54.38 (m) 178.4 (f) LEVELING 3 KS1918 KS1918.Superseded values are not recommended for survey control. KS1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1918.See file dsdata.txt to determine how the superseded data were derived. KS1918 KS1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9386505899(NAD 83) KS1918_MARKER: DS = TRIANGULATION STATION DISK KS1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1918_STAMPING: NORD 1939 KS1918_MARK LOGO: CGS KS1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1918+STABILITY: SURFACE MOTION KS1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1918+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004 KS1918 KS1918 HISTORY - Date Condition Report By KS1918 HISTORY - 1939 MONUMENTED CGS KS1918 HISTORY - 1939 GOOD CGS KS1918 HISTORY - 1949 SEE DESCRIPTION CGS KS1918 HISTORY - 1960 SEE DESCRIPTION CGS KS1918 HISTORY - 1961 SEE DESCRIPTION CGS KS1918 HISTORY - 1971 SEE DESCRIPTION NGS KS1918 HISTORY - 19880725 GOOD NGS KS1918 HISTORY - 20040420 GOOD CADT KS1918 KS1918 STATION DESCRIPTION KS1918 KS1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1918'FIVE MILES (AIRLINE) NORTHWEST OF THE TOWN OF CHICO, ABOUT KS1918'10.0 MILES (AIRLINE) EAST OF ORLAND, ON LEVEL GROUND, CLOSE KS1918'TO WEST SIDE OF U.S. HIGHWAY 99E, ON PROPERTY OWNED BY THE KS1918'JUSTUS BROTHERS. DRIVE STATION. KS1918' KS1918'TO REACH FROM CHICO, LEAVE FROM THE SACRAMENTO NORTHERN RAILROAD KS1918'DEPOT AND GO NORTH ON SURFACED U.S. HIGHWAY 99E FOR 5.6 MILES KS1918'TO JUSTUS BROTHERS SERVICE STATION AND STATION. KS1918' KS1918'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD KS1918'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A, AND 11A, KS1918'RESPECTIVELY. KS1918' KS1918'STATION IS ABOUT 42 FEET WEST OF CENTER LINE OF HIGHWAY IN KS1918'WEST FENCE LINE, ABOUT 200 FEET NORTH OF TWO-STORY FARMHOUSE, KS1918'ABOUT 150 FEET NORTH OF JUSTUS BROTHERS SERVICE STATION, ABOUT KS1918'100 YARDS NORTH OF 30 DEG KINK IN HIGHWAY, IN 12-INCH KS1918'SQUARE-CONCRETE BLOCK PROJECTING 6 INCHES AND IS STAMPED KS1918'NORD 1939. KS1918' KS1918'UNDERGROUND MARK IS SET IN ROUND CONCRETE MONUMENT 6 INCHES KS1918'IN DIAMETER, 36 INCHES BELOW SURFACE. KS1918' KS1918'REFERENCE MARK NO. 1 IS ABOUT 36 FEET EAST OF CENTER LINE OF KS1918'HIGHWAY, 1 FOOT WEST OF EAST FENCE LINE, IN 10-INCH SQUARE-CONCRETE KS1918'MONUMENT PROJECTING 4 INCHES, SAME LEVEL AS STATION AND IS KS1918'STAMPED NORD NO. 1 1939. KS1918' KS1918'REFERENCE MARK NO. 2 IS ABOUT 36 FEET EAST OF CENTER LINE OF KS1918'HIGHWAY, 1 FOOT WEST OF EAST FENCE LINE, IN 10-INCH SQUARE-CONCRETE KS1918'MONUMENT PROJECTING 4 INCHES, SAME LEVEL AS STATION AND IS KS1918'STAMPED NORD NO. 2 1939. KS1918' KS1918'AZIMUTH MARK IS ABOUT 32 FEET WEST OF CENTER LINE OF HIGHWAY, KS1918'ABOUT 1 FOOT EAST OF WEST FENCE LINE, IN 10-INCH SQUARE-CONCRETE KS1918'MONUMENT PROJECTING 4 INCHES ABOUT SAME LEVEL AS STATION AND KS1918'IS STAMPED NORD 1939. KS1918' KS1918'A 4- BY 4-INCH WHITE POST PLACED AT BOTH AZIMUTH MARK AND KS1918'REFERENCE MARK NO. 1. KS1918' KS1918'HEIGHT OF LIGHT ABOVE STATION MARK - 30-1/2 METERS. KS1918 KS1918 STATION RECOVERY (1939) KS1918 KS1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 KS1918'RECOVERED IN GOOD CONDITION. KS1918 KS1918 STATION RECOVERY (1949) KS1918 KS1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GBG) KS1918'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY KS1918'F.G.J., IN 1939. THE DESCRIPTION IS ADEQUATE. KS1918 KS1918 STATION RECOVERY (1960) KS1918 KS1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV) KS1918'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED. BOTH REFERENCE KS1918'MARKS HAVE BEEN DESTROYED. PREVIOUS DESCRIPTION IS ADEQUATE KS1918'AND CORRECT EXCEPT FOR ABOVE. KS1918 KS1918 STATION RECOVERY (1961) KS1918 KS1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) KS1918'THE STATION AND THE AZIMUTH MARK WERE RECOVERED. REFERENCE KS1918'MARK 1 AND 2 WERE NOT RECOVERED. REFERENCE MARKS 3 AND 4 KS1918'WERE ESTABLISHED. THE JUSTUS BROTHERS SERVICE STATION, THE KS1918'TWO STORY FARM HOUSE AND THE FENCE HAVE BEEN REMOVED. FOLLOWING KS1918'IS A COMPLETE NEW DESCRIPTION-- KS1918' KS1918'THE STATION IS ABOUT 5 MILES NORTHWEST OF CHICO, 10 MILES KS1918'EAST OF ORLAND, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 99E, KS1918'ADJACENT TO PROPERTY OWNED BY O.H. ERIKSEN AND DIRECTLY BELOW KS1918'A TELEPHONE CABLE, WHICH IS ABOUT 20 FEET ABOVE THE STATION KS1918'MARK. KS1918' KS1918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99E KS1918'AND STATE HIGHWAY 32 AT 8TH. AND MAIN STREETS IN CHICO, GO KS1918'NORTH AND NORTHWEST OF HIGHWAY 99E FOR 4.7 MILES TO THE SHASTA KS1918'UNION SCHOOL ON THE RIGHT. CONTINUE ON THE HIGHWAY 1.25 MILES KS1918'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHWEST FOR 0.4 KS1918'MILE TO THE STATION ON THE LEFT. KS1918' KS1918'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED, NORD 1939, KS1918'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH KS1918'THE GROUND. IT IS 43.8 FEET WEST OF THE CENTERLINE OF THE KS1918'HIGHWAY, 1.6 FEET WEST-SOUTHWEST OF A WITNESS POST, 52.1 FEET KS1918'NORTH OF A TELEPHONE LINE POLE NUMBERED 69, 2 FEET EAST OF KS1918'THE EAST EDGE OF A CULTIVATED FIELD, 409.7 FEET NORTH OF THE KS1918'CENTERLINE OF WILSON LANDING ROAD, 52.7 FEET SOUTH OF THE SOUTH KS1918'ONE OF A GROUP OF FOUR EUCALYPTUS TREES, 207.8 FEET KS1918'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY J.B. KS1918'OCHERS AND 174.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF KS1918'O.H. ERIKSENS HOME AND OFFICE. (NOTES 1A AND 7A) KS1918' KS1918'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED, NORD NO 3 1939, KS1918'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING KS1918'2 INCHES. IT IS 36.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, KS1918'1.3 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBERED 50-5 KS1918'AND 20 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY. (NOTE KS1918'11A) KS1918' KS1918'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED, NORD NO 4 1939, KS1918'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING KS1918'2 INCHES. IT IS 41.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, KS1918'2.6 FEET SOUTH-SOUTHEAST OF A TELEPHONE LINE POLE AND 159.7 KS1918'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. KS1918'(NOTE 11A) KS1918' KS1918'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED, NORD 1939, SET KS1918'IN THE TOP OF A CONCRETE POST 10 INCHES IN DIAMETER AND FLUSH KS1918'WITH THE GROUND. IT IS 37.2 FEET SOUTHWEST OF THE CENTERLINE KS1918'OF THE HIGHWAY, 2.2 FEET NORTHEAST OF A FENCE, 1.6 FEET KS1918'NORTHWEST OF A WITNESS POST, 86.2 FEET WEST OF A POWERLINE KS1918'POLE NUMBERED 50-14 AND 97.3 FEET NORTHWEST OF A TELEPHONE KS1918'LINE POLE. (NOTE 16B) KS1918' KS1918'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. KS1918 KS1918 STATION RECOVERY (1971) KS1918 KS1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLW) KS1918'STATION WAS RECOVERED IN GOOD CONDITION KS1918' KS1918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES KS1918'NW OF CHICO KS1918 KS1918 STATION RECOVERY (1988) KS1918 KS1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1918'8.7 KM (5.40 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1918'JUNCTION OF 1ST AVENUE IN CHICO, 0.2 KM (0.10 MI) NORTHWEST OF THE KS1918'INTERSECTION OF WILSON LANDING ROAD, 53.2 M (174.5 FT) SOUTHEAST OF KS1918'THE SOUTHEAST CORNER OF A HOUSE, 13.3 M (43.6 FT) SOUTHWEST OF THE KS1918'CENTERLINE OF THE HIGHWAY, 3.0 M (9.8 FT) NORTHWEST OF THE CENTER OF A KS1918'DRIVEWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, LEVEL WITH THE KS1918'HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.18 M (0.6 FT) KS1918'ABOVE THE GROUND SURFACE. KS1918 KS1918 STATION RECOVERY (2004) KS1918 KS1918'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1918'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0341 *********************************************************************** KT0341 DESIGNATION - NORM KT0341 PID - KT0341 KT0341 STATE/COUNTY- CA/GLENN KT0341 USGS QUAD - LOGANDALE (1973) KT0341 KT0341 *CURRENT SURVEY CONTROL KT0341 ___________________________________________________________________ KT0341* NAD 83(1992)- 39 24 01.05437(N) 122 11 31.66714(W) ADJUSTED KT0341* NAVD 88 - 29.76 (+/-2cm) 97.6 (feet) VERTCON KT0341 ___________________________________________________________________ KT0341 EPOCH DATE - 1991.35 KT0341 LAPLACE CORR- 3.48 (seconds) DEFLEC99 KT0341 GEOID HEIGHT- -29.26 (meters) GEOID03 KT0341 KT0341 HORZ ORDER - SECOND KT0341 VERT ORDER - FIRST CLASS II (See Below) KT0341 KT0341.The horizontal coordinates were established by classical geodetic methods KT0341.and adjusted by the National Geodetic Survey in March 1994. KT0341.The horizontal coordinates are valid at the epoch date displayed above. KT0341.The epoch date for horizontal control is a decimal equivalence KT0341.of Year/Month/Day. KT0341 KT0341.The NAVD 88 height was computed by applying the VERTCON shift value to KT0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0341.The vertical order pertains to the NGVD 29 superseded value. KT0341 KT0341.The Laplace correction was computed from DEFLEC99 derived deflections. KT0341 KT0341.The geoid height was determined by GEOID03. KT0341 KT0341; North East Units Scale Factor Converg. KT0341;SPC CA 2 - 692,461.150 1,983,451.850 MT 0.99992980 -0 07 16.1 KT0341;SPC CA 2 - 2,271,849.62 6,507,374.94 sFT 0.99992980 -0 07 16.1 KT0341;UTM 10 - 4,361,510.326 569,559.477 MT 0.99965957 +0 30 46.1 KT0341 KT0341! - Elev Factor x Scale Factor = Combined Factor KT0341!SPC CA 2 - 0.99999992 x 0.99992980 = 0.99992972 KT0341!UTM 10 - 0.99999992 x 0.99965957 = 0.99965949 KT0341 KT0341: Primary Azimuth Mark Grid Az KT0341:SPC CA 2 - DATUM B 1 180 12 12.9 KT0341:UTM 10 - DATUM B 1 179 34 10.7 KT0341 KT0341|---------------------------------------------------------------------| KT0341| PID Reference Object Distance Geod. Az | KT0341| dddmmss.s | KT0341| DB5553 DATUM B 1 1800456.8 | KT0341| KT0340 NORM RM 1 34.537 METERS 19045 | KT0341| KT0342 NORM RM 2 20.880 METERS 34112 | KT0341|---------------------------------------------------------------------| KT0341 KT0341 SUPERSEDED SURVEY CONTROL KT0341 KT0341 NAD 83(1986)- 39 24 01.04711(N) 122 11 31.66159(W) AD(1984.00) 2 KT0341 NAD 27 - 39 24 01.46090(N) 122 11 27.73680(W) AD( ) 2 KT0341 NGVD 29 (??/??/92) 29.013 (m) 95.19 (f) ADJ UNCH 1 2 KT0341 KT0341.Superseded values are not recommended for survey control. KT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0341.See file dsdata.txt to determine how the superseded data were derived. KT0341 KT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6955961510(NAD 83) KT0341_MARKER: DS = TRIANGULATION STATION DISK KT0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0341_STAMPING: NORM 1959 KT0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0341+STABILITY: SURFACE MOTION KT0341 KT0341 HISTORY - Date Condition Report By KT0341 HISTORY - 1959 MONUMENTED CGS KT0341 HISTORY - 1967 SEE DESCRIPTION CGS KT0341 HISTORY - 1967 GOOD NGS KT0341 KT0341 STATION DESCRIPTION KT0341 KT0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) KT0341'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE, NORTH OF KT0341'MAXWELL, AND 1 MILE NORTH OF THE GLENN-COLUSA COUNTY LINE. KT0341' KT0341'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT KT0341'IN MAXWELL, GO NORTH ON U.S. HIGHWAY 99W FOR 8.7 MILES TO THE KT0341'STATION ON THE RIGHT. THIS IS 0.4 MILE SOUTH OF THE NORMAN KT0341'TAVERN. KT0341' KT0341'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED NORM 1959, KT0341'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH KT0341'PROJECTS 4 INCHES ABOVE GROUND LEVEL. MARK IS 76 FEET EAST KT0341'OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W, 4 FEET KT0341'WEST OF THE EAST EDGE OF A CUTBANK, AND 3 FEET WEST OF A KT0341'METAL WITNESS POST. KT0341' KT0341'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED KT0341'NORM NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE KT0341'MONUMENT, WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL. MARK IS KT0341'60 FEET EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY KT0341'99W, AND 18 INCHES NORTH OF A TELEPHONE POLE. KT0341' KT0341'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED NORM KT0341'NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, KT0341'WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL. MARK IS 60 FEET KT0341'EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W, AND KT0341'18 INCHES SOUTH-SOUTHEAST OF A TELEPHONE POLE. KT0341' KT0341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. KT0341'HIGHWAY 99W FOR 0.7 MILE TO THE MARK ON THE LEFT. KT0341' KT0341'THE AZIMUTH MARK IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY KT0341'BENCHMARK STAMPED OATUM B 1, SET IN THE TOP OF A 4 INCH STEEL KT0341'PIPE, WHICH PROJECTS 18 INCHES ABOVE GROUND LEVEL. MARK IS 48 KT0341'FEET EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W, KT0341'12 FEET NORTHWEST OF A TELEPHONE POLE, AND 40 FEET WEST OF THE KT0341'WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD. KT0341 KT0341 STATION RECOVERY (1967) KT0341 KT0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) KT0341'THE STATION, R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND KT0341'LEVELED OVER. KT0341' KT0341'TO REACH FROM THE INTERSECTION OF OAK STREET AND THE SOUTHERN KT0341'PACIFIC COMPANY RAILROAD, GO 8.55 MILES NORTH ALONG THE RAILROAD. KT0341' KT0341'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KT0341'NORM 1959. ABOUT 2 POLES NORTH OF BRIDGE 141.54, AT A SMALL CUT, KT0341'20.8 FEET WEST OF THE WEST RAIL, 88 FEET EAST OF THE CENTER LINE KT0341'OF THE HIGHWAY, 2.8 FEET WEST OF A WITNESS POST, IN A CONCRETE KT0341'POST. KT0341' KT0341'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED NORM NO 1 KT0341'1959. 113.31 FEET SOUTH-SOUTHWEST OF THE STATION, 43.0 FEET WEST KT0341'OF THE WEST RAIL, 1 FOOT NORTH OF A WITNESS POST, IN A CONCRETE KT0341'POST. KT0341' KT0341'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED NORM NO 2 KT0341'1959. 68.50 FEET NORTH-NORTHWEST OF THE STATION, 1.0 FOOT SOUTH KT0341'OF TELEPHONE POLE 2 B, IN THE TOP OF A CONCRETE POST PROJECTING KT0341'0.2 FOOT. KT0341' KT0341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0341'ABOUT 8-1/2 MILES NORTH OF MAXWELL. KT0341 KT0341 STATION RECOVERY (1967) KT0341 KT0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0341'8.6 MI N FROM MAXWELL. KT0341'8.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0341'THE CROSSING OF OAK STREET AT MAXWELL, 8.25 MILES SOUTH OF WILLOWS, KT0341'2 POLES NORTH OF BRIDGE 141,54, AT A SMALL CUT, 20.8 FEET WEST OF KT0341'THE WEST RAIL, 88 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, KT0341'113.31 FEET NORTH-NORTHEAST OF R.M. 1, 68.50 FEET SOUTH-SOUTHEAST KT0341'OF R.M. 2, 2.8 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER KT0341'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0341'0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0340 *********************************************************************** KT0340 DESIGNATION - NORM RM 1 KT0340 PID - KT0340 KT0340 STATE/COUNTY- CA/GLENN KT0340 USGS QUAD - LOGANDALE (1973) KT0340 KT0340 *CURRENT SURVEY CONTROL KT0340 ___________________________________________________________________ KT0340* NAD 83(1986)- 39 24 01. (N) 122 11 31. (W) SCALED KT0340* NAVD 88 - 28.64 (+/-2cm) 94.0 (feet) VERTCON KT0340 ___________________________________________________________________ KT0340 GEOID HEIGHT- -29.26 (meters) GEOID03 KT0340 KT0340 VERT ORDER - FIRST CLASS II (See Below) KT0340 KT0340.The horizontal coordinates were scaled from a topographic map and have KT0340.an estimated accuracy of +/- 6 seconds. KT0340 KT0340.The NAVD 88 height was computed by applying the VERTCON shift value to KT0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0340.The vertical order pertains to the NGVD 29 superseded value. KT0340 KT0340.The geoid height was determined by GEOID03. KT0340 KT0340; North East Units Estimated Accuracy KT0340;SPC CA 2 - 692,460. 1,983,470. MT (+/- 180 meters Scaled) KT0340 KT0340 SUPERSEDED SURVEY CONTROL KT0340 KT0340 NGVD 29 (??/??/92) 27.892 (m) 91.51 (f) ADJ UNCH 1 2 KT0340 KT0340.Superseded values are not recommended for survey control. KT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0340.See file dsdata.txt to determine how the superseded data were derived. KT0340 KT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695615(NAD 83) KT0340_MARKER: DR = REFERENCE MARK DISK KT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0340_STAMPING: NORM NO 1 1959 KT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0340+STABILITY: SURFACE MOTION KT0340 KT0340 HISTORY - Date Condition Report By KT0340 HISTORY - 1959 MONUMENTED CGS KT0340 HISTORY - 1967 GOOD NGS KT0340 KT0340 STATION DESCRIPTION KT0340 KT0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0340'8.6 MI N FROM MAXWELL. KT0340'8.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0340'THE CROSSING OF OAK STREET AT MAXWELL, 8.25 MILES SOUTH OF WILLOWS, KT0340'1 POLE SOUTH OF R.M. 2, 43.0 FEET WEST OF THE WEST RAIL, 65 1/2 FEET KT0340'EAST OF THE CENTER LINE OF THE HIGHWAY, 113.31 FEET SOUTH-SOUTHWEST KT0340'OF THE STATION, 1 FOOT NORTH OF A WITNESS POST, ABOUT KT0340'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST KT0340'PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0342 *********************************************************************** KT0342 DESIGNATION - NORM RM 2 KT0342 PID - KT0342 KT0342 STATE/COUNTY- CA/GLENN KT0342 USGS QUAD - LOGANDALE (1973) KT0342 KT0342 *CURRENT SURVEY CONTROL KT0342 ___________________________________________________________________ KT0342* NAD 83(1986)- 39 24 02. (N) 122 11 30. (W) SCALED KT0342* NAVD 88 - 29.24 (+/-2cm) 95.9 (feet) VERTCON KT0342 ___________________________________________________________________ KT0342 GEOID HEIGHT- -29.26 (meters) GEOID03 KT0342 KT0342 VERT ORDER - FIRST CLASS II (See Below) KT0342 KT0342.The horizontal coordinates were scaled from a topographic map and have KT0342.an estimated accuracy of +/- 6 seconds. KT0342 KT0342.The NAVD 88 height was computed by applying the VERTCON shift value to KT0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0342.The vertical order pertains to the NGVD 29 superseded value. KT0342 KT0342.The geoid height was determined by GEOID03. KT0342 KT0342; North East Units Estimated Accuracy KT0342;SPC CA 2 - 692,490. 1,983,490. MT (+/- 180 meters Scaled) KT0342 KT0342 SUPERSEDED SURVEY CONTROL KT0342 KT0342 NGVD 29 (??/??/92) 28.493 (m) 93.48 (f) ADJ UNCH 1 2 KT0342 KT0342.Superseded values are not recommended for survey control. KT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0342.See file dsdata.txt to determine how the superseded data were derived. KT0342 KT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695615(NAD 83) KT0342_MARKER: DR = REFERENCE MARK DISK KT0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0342_STAMPING: NORM NO 2 1959 KT0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0342+STABILITY: SURFACE MOTION KT0342 KT0342 HISTORY - Date Condition Report By KT0342 HISTORY - 1959 MONUMENTED CGS KT0342 HISTORY - 1967 GOOD NGS KT0342 KT0342 STATION DESCRIPTION KT0342 KT0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0342'8.6 MI N FROM MAXWELL. KT0342'8.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0342'THE CROSSING OF OAK STREET AT MAXWELL, 8.25 MILES SOUTH OF WILLOWS, KT0342'1 POLE NORTH OF R.M.1, 42.5 FEET WEST OF THE WEST RAIL, 66 FEET KT0342'EAST OF THE CENTER LINE OF THE HIGHWAY, 68.50 FEET NORTH-NORTHWEST KT0342'OF THE STATION, 1.0 FOOT SOUTH OF TELEPHONE POLE 2 B, ABOUT 3 KT0342'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST KT0342'PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT1817 *********************************************************************** KT1817 DESIGNATION - ORLAND KT1817 PID - KT1817 KT1817 STATE/COUNTY- CA/GLENN KT1817 USGS QUAD - ORLAND (1978) KT1817 KT1817 *CURRENT SURVEY CONTROL KT1817 ___________________________________________________________________ KT1817* NAD 83(1992)- 39 44 44.18113(N) 122 09 06.10818(W) ADJUSTED KT1817* NAVD 88 - 70.54 (+/-2cm) 231.4 (feet) VERTCON KT1817 ___________________________________________________________________ KT1817 EPOCH DATE - 1991.35 KT1817 LAPLACE CORR- 6.82 (seconds) DEFLEC99 KT1817 GEOID HEIGHT- -28.37 (meters) GEOID03 KT1817 KT1817 HORZ ORDER - FIRST KT1817 VERT ORDER - THIRD ? (See Below) KT1817 KT1817.The horizontal coordinates were established by classical geodetic methods KT1817.and adjusted by the National Geodetic Survey in March 1994. KT1817.The horizontal coordinates are valid at the epoch date displayed above. KT1817.The epoch date for horizontal control is a decimal equivalence KT1817.of Year/Month/Day. KT1817 KT1817.The NAVD 88 height was computed by applying the VERTCON shift value to KT1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT1817.The vertical order pertains to the NGVD 29 superseded value. KT1817 KT1817.The Laplace correction was computed from DEFLEC99 derived deflections. KT1817 KT1817.The geoid height was determined by GEOID03. KT1817 KT1817; North East Units Scale Factor Converg. KT1817;SPC CA 2 - 730,791.556 1,986,998.340 MT 0.99998114 -0 05 44.3 KT1817;SPC CA 2 - 2,397,605.30 6,519,010.39 sFT 0.99998114 -0 05 44.3 KT1817;SPC CA 1 - 545,790.999 1,986,997.137 MT 1.00007375 -0 05 57.1 KT1817;SPC CA 1 - 1,790,649.30 6,519,006.44 sFT 1.00007375 -0 05 57.1 KT1817;UTM 10 - 4,399,866.602 572,679.399 MT 0.99966503 +0 32 32.7 KT1817 KT1817! - Elev Factor x Scale Factor = Combined Factor KT1817!SPC CA 2 - 0.99999338 x 0.99998114 = 0.99997452 KT1817!SPC CA 1 - 0.99999338 x 1.00007375 = 1.00006713 KT1817!UTM 10 - 0.99999338 x 0.99966503 = 0.99965842 KT1817 KT1817: Primary Azimuth Mark Grid Az KT1817:SPC CA 2 - ORLAND AZ MK 090 47 26.2 KT1817:SPC CA 1 - ORLAND AZ MK 090 47 39.0 KT1817:UTM 10 - ORLAND AZ MK 090 09 09.2 KT1817 KT1817|---------------------------------------------------------------------| KT1817| PID Reference Object Distance Geod. Az | KT1817| dddmmss.s | KT1817| DB6451 ORLAND AZ MK 0904141.9 | KT1817| KT1808 HAMILTON CITY HOLLY SUGAR STK APPROX.12.3 KM 0941623.5 | KT1817| DB6452 ORLAND RM 1 40.304 METERS 14303 | KT1817| KT1818 SAN FRANCIS SEATTLE AWY BN 13 APPROX. 7.9 KM 2071507.3 | KT1817| KT1819 ORLAND MUNICIPAL TANK APPROX. 3.8 KM 2740340.5 | KT1817| DB6453 ORLAND RM 2 48.164 METERS 29415 | KT1817| KT1797 SAN FRANCIS SEATTLE AWY BN 14 APPROX. 6.9 KM 3254556.0 | KT1817|---------------------------------------------------------------------| KT1817 KT1817 SUPERSEDED SURVEY CONTROL KT1817 KT1817 NAD 83(1986)- 39 44 44.17297(N) 122 09 06.10256(W) AD(1984.00) 1 KT1817 NAD 27 - 39 44 44.60200(N) 122 09 02.16100(W) AD( ) 1 KT1817 NGVD 29 (07/19/86) 69.80 (m) 229.0 (f) LEVELING 3 KT1817 KT1817.Superseded values are not recommended for survey control. KT1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1817.See file dsdata.txt to determine how the superseded data were derived. KT1817 KT1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ7267999867(NAD 83) KT1817_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION KT1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1817_MAGNETIC: N = NO MAGNETIC MATERIAL KT1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT1817+SATELLITE: SATELLITE OBSERVATIONS - 1986 KT1817 KT1817 HISTORY - Date Condition Report By KT1817 HISTORY - 1939 MONUMENTED CGS KT1817 HISTORY - 1971 SEE DESCRIPTION NGS KT1817 HISTORY - 1977 SEE DESCRIPTION NGS KT1817 HISTORY - 1980 GOOD NGS KT1817 HISTORY - 1986 GOOD KT1817 KT1817 STATION DESCRIPTION KT1817 KT1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KT1817'ABOUT 2.0 MILES EAST OF ORLAND, ABOUT 0.15 MILE SOUTH OF STATE KT1817'HIGHWAY 32, ON FLAT GROUND, NEAR THE CORNER OF A SMALL FIELD, KT1817'ABOUT 100 YARDS NORTHWEST OF THE FARMHOUSE, ON PROPERTY OWNED KT1817'BY V.B. ALLEN. KT1817' KT1817'TO REACH FROM ORLAND, GO EAST FROM THE JUNCTION OF U.S. HIGHWAY KT1817'99W AND STATE HIGHWAY 32 ON SURFACED STATE HIGHWAY 32 FOR KT1817'2.5 MILES, TURN RIGHT (SOUTH), GO 0.1 MILE, TURN RIGHT (WEST) KT1817'INTO FARMYARD OF V.B. ALLEN, GO THROUGH THE FARMYARD TO THE KT1817'STATION, A DISTANCE OF ABOUT 0.1 MILE. DRIVE. KT1817' KT1817'STATION IS 59 FEET SOUTH OF EAST-WEST FENCE LINE, ABOUT 70 KT1817'YARDS EAST BY NORTH OF THE 45 DEG TURN IN THE CONCRETE IRRIGATION KT1817'DITCH, IN TOP OF 14-INCH SQUARE-CONCRETE BLOCK, 14 INCHES BELOW KT1817'GROUND LEVEL, STAMPED ORLAND 1939. KT1817' KT1817'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, IN TOP OF KT1817'10-INCH SQUARE-CONCRETE MONUMENT, PROJECTS 4 INCHES, SAME KT1817'LEVEL AS STATION, STAMPED ORLAND NO. 1 1939. KT1817' KT1817'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT SOUTH OF EAST-WEST FENCE KT1817'LINE, IN TOP OF 10-INCH SQUARE-CONCRETE MONUMENT, PROJECTS KT1817'4 INCHES, SAME LEVEL AS STATION, STAMPED ORLAND NO. 2 1939. KT1817' KT1817'UNDERGROUND MARK IS IN TOP OF 6-INCH SQUARE-CONCRETE BLOCK KT1817'48 INCHES BELOW GROUND LEVEL, STAMPED ORLAND 1939. KT1817' KT1817'AZIMUTH MARK IS REACHED BY RETURNING TO STATE HIGHWAY 32 AND KT1817'PROCEEDING EAST FOR 0.4 MILE, TURNING RIGHT (SOUTH) AT INTERSECTION KT1817'ONTO GRADED ROAD AND GOING 0.1 MILE. MARK IS ABOUT 1 FOOT KT1817'EAST OF THE WEST FENCE LINE, IN THE LINE OF TELEPHONE POLES, KT1817'IN TOP OF 10-INCH SQUARE-CONCRETE MONUMENT PROJECTING 4 INCHES, KT1817'SAME LEVEL AS STATION, STAMPED ORLAND 1939. KT1817' KT1817'ALL MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES KT1817'1A, 7A, 11A AND 11A, RESPECTIVELY. KT1817' KT1817'A 4- BY 4-INCH WHITE POST WAS PLACED AT EACH OF THE REFERENCE KT1817'MARKS, NOS. 1 AND 2. KT1817' KT1817'HEIGHT OF LIGHT ABOVE STATION MARK - 30-1/2 METERS. KT1817 KT1817 STATION RECOVERY (1971) KT1817 KT1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT1817'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK KT1817'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1939. THE KT1817'DIRECTION TO BOTH REFERENCE MARKS COMPARE FAVORABLY, HOWEVER, A KT1817'GREATER DISTANCE OF 0.018 METER TO REFERENCE MARK 1 AND 0.021 KT1817'METER TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AS COMPARED KT1817'TO 1939 DATA. A MEASUREMENT WAS NOT MADE BETWEEN REFERENCE KT1817'MARKS DUE TO THE EXTREME DISTANCE. THE AZIMUTH MARK IS KT1817'OBSTRUCTED BY A SILO FROM THE GROUND AND WAS NOT OBSERVED KT1817'FROM THE TOWER DUE TO TALL CORN, PERMISSION COULD NOT BE KT1817'OBTAINED TO CUT IT. KT1817' KT1817'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOW. KT1817' KT1817'THE STATION IS ABOUT 2.25 MILES EAST OF ORLAND, 0.1 MILE KT1817'SOUTH OF STATE HIGHWAY 32 AND ON PROPERTY OWNED AND OCCUPIED BY KT1817'MR. J.C. BERRY, ROUTE 1 BOX 174, ORLAND, CALIFORNIA. KT1817' KT1817'TO REACH FROM THE POST OFFICE IN ORLAND GO NORTH ON FOURTH KT1817'STREET FOR 0.15 MILE TO AN INTERSECTION. TURN RIGHT AND GO KT1817'EAST ON STATE HIGHWAY 32 FOR 2.35 MILES TO A CROSSROAD. (TO KT1817'REACH THE AZIMUTH MARK CONTINUE EAST ON THE HIGHWAY FOR 0.5 KT1817'MILE TO A CROSS ROAD. TURN RIGHT AND GO SOUTH ON ROAD P FOR 0.1 KT1817'MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH ON ROAD KT1817'O FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO KT1817'WEST ON DRIVEWAY FOR 0.05 MILE TO A GATE AT THE NORTHEAST KT1817'CORNER OF A BARN AND THE STATION NORTH OF THE BARN IN A SMALL KT1817'PASTURE. KT1817' KT1817'THE STATION MARK IS A STANDARD DISK STAMPED ORLAND 1939, SET KT1817'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES BELOW KT1817'THE GROUND SURFACE. IT IS 88 FEET WEST OF A FENCE AND 78 FEET KT1817'NORTHEAST OF THE NORTHEAST CORNER OF A SHED. NOTE 1A7A. KT1817' KT1817'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ORLAND NO 1 1939, KT1817'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH KT1817'WITH THE GROUND SURFACE. IT IS 77 FEET NORTH OF THE NORTHEAST KT1817'CORNER OF THE BARN AND 13 FEET WEST OF THE FENCE. NOTE 11A. KT1817' KT1817'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ORLAND NO 2 1939, KT1817'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH KT1817'WITH THE GROUND SURFACE. IT IS 104 FEET NORTHWEST OF THE KT1817'NORTHWEST CORNER OF THE SHED AND 69 FEET EAST OF A FENCE. KT1817'NOTE 11A. KT1817' KT1817'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORLAND 1939, SET KT1817'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 KT1817'INCHES. IT IS 28 FEET EAST OF THE CENTER OF THE ROAD, 4.5 FEET KT1817'NORTH OF A TELEPHONE LINE POLE AND 1.5 FEET SOUTH OF A METAL KT1817'WITNESS POST WITH SIGN ATTACHED AND SET IN THE RIGHT-OF-WAY KT1817'FENCE. NOTE 16A. KT1817' KT1817'HEIGHT OF LIGHT ABOVE STATION MARK 124.4 FEET. KT1817' KT1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES KT1817'EAST OF ORLAND KT1817 KT1817 STATION RECOVERY (1977) KT1817 KT1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP) KT1817'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK KT1817'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1971. THE KT1817'DISTANCES TO AND THE DIRECTIONS BETWEEN REFERENCE MARKS 1 AND 2 KT1817'CHECKED THE 1971 DATA. THE AZIMUTH MARK AND ORLAND SOUTH BASE KT1817'WERE NOT VG FROM THE STATION. THE 1971 RECOVERY NOTE IS ADEQUATE KT1817'FOR STATION RECOVERY. KT1817' KT1817'THE PROPERTY IS NOW OWNED AND OCCUPIED BY MR. WILLIAM KT1817'W. MC COLLOCH, RT. 1, BOX 174, ORLAND, CALIF., KT1817'95963. TEL. 916-865-2133. KT1817' KT1817'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER KT1817'STATION 51179. KT1817' KT1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT1817'2.5 MILES EAST OF ORLAND. KT1817 KT1817 STATION RECOVERY (1980) KT1817 KT1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM) KT1817'THE STATION MARK RECOVERED AS DESCRIBED IN 1971 AND IN GOOD KT1817'CONDITION. THE TO REACH IS ADEQUATE. KT1817' KT1817'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. REFERENCE KT1817'MARK NO 1 IS LOCATED ALONG THE SOUTH BANK OF AN IRRIGATION DITCH KT1817'AND IS PARTIALLY EXPOSED, BUT IS STABLE. THE PROPERTY OWNER MAY IN KT1817'THE NEAR FUTURE REQUEST THE REFERENCE MARKS BE MOVED. KT1817' KT1817'THE STATION IS ON PROPERTY OWNED BY MR ROBERT BRUCE OF HAMILTON KT1817'CITY. PHONE--934 4176 KT1817' KT1817'STATION OCCUPIED FOR ASTRO PURPOSES ONLY. NO ECCENTRICITY. KT1817 KT1817 STATION RECOVERY (1986) KT1817 KT1817'RECOVERED 1986 KT1817'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0189 *********************************************************************** 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 06.53159(N) 122 11 32.38240(W) ADJUSTED KT0189* NAVD 88 - 81.5 (meters) 267. (feet) GPS OBS KT0189 ___________________________________________________________________ KT0189 EPOCH DATE - 1998.50 KT0189 X - -2,615,457.072 (meters) COMP KT0189 Y - -4,154,508.873 (meters) COMP KT0189 Z - 4,058,294.127 (meters) COMP KT0189 LAPLACE CORR- 6.73 (seconds) DEFLEC99 KT0189 ELLIP HEIGHT- 53.01 (meters) (04/06/00) GPS OBS KT0189 GEOID HEIGHT- -28.50 (meters) GEOID03 KT0189 KT0189 HORZ ORDER - A KT0189 VERT ORDER - THIRD (See Below) KT0189 ELLP ORDER - THIRD 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 April 2000. 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. 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 - 733,337.925 1,983,521.246 MT 0.99998583 -0 07 16.5 KT0189;SPC CA 2 - 2,405,959.51 6,507,602.62 sFT 0.99998583 -0 07 16.5 KT0189;SPC CA 1 - 548,337.833 1,983,519.920 MT 1.00006633 -0 07 32.7 KT0189;SPC CA 1 - 1,799,005.04 6,507,598.27 sFT 1.00006633 -0 07 32.7 KT0189;UTM 10 - 4,402,373.289 569,175.293 MT 0.99965891 +0 31 00.0 KT0189 KT0189! - Elev Factor x Scale Factor = Combined Factor KT0189!SPC CA 2 - 0.99999168 x 0.99998583 = 0.99997751 KT0189!SPC CA 1 - 0.99999168 x 1.00006633 = 1.00005801 KT0189!UTM 10 - 0.99999168 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| DB6455 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(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_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 - May 06, 1998 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0191 *********************************************************************** KT0191 DESIGNATION - ORLAND SOUTH BASE RM 2 KT0191 PID - KT0191 KT0191 STATE/COUNTY- CA/GLENN KT0191 USGS QUAD - KIRKWOOD (1969) KT0191 KT0191 *CURRENT SURVEY CONTROL KT0191 ___________________________________________________________________ KT0191* NAD 83(1986)- 39 46 06. (N) 122 11 32. (W) SCALED KT0191* NAVD 88 - 81.47 (+/-2cm) 267.3 (feet) VERTCON KT0191 ___________________________________________________________________ KT0191 GEOID HEIGHT- -28.50 (meters) GEOID03 KT0191 KT0191 VERT ORDER - FIRST CLASS II (See Below) KT0191 KT0191.The horizontal coordinates were scaled from a topographic map and have KT0191.an estimated accuracy of +/- 6 seconds. KT0191 KT0191.The NAVD 88 height was computed by applying the VERTCON shift value to KT0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0191.The vertical order pertains to the NGVD 29 superseded value. KT0191 KT0191.The geoid height was determined by GEOID03. KT0191 KT0191; North East Units Estimated Accuracy KT0191;SPC CA 2 - 733,320. 1,983,530. MT (+/- 180 meters Scaled) KT0191 KT0191 SUPERSEDED SURVEY CONTROL KT0191 KT0191 NGVD 29 (??/??/92) 80.717 (m) 264.82 (f) ADJ UNCH 1 2 KT0191 KT0191.Superseded values are not recommended for survey control. KT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0191.See file dsdata.txt to determine how the superseded data were derived. KT0191 KT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK691023(NAD 83) KT0191_MARKER: DR = REFERENCE MARK DISK KT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0191_STAMPING: ORLAND S BASE NO 2 1939 KT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0191+STABILITY: SURFACE MOTION KT0191 KT0191 HISTORY - Date Condition Report By KT0191 HISTORY - 1939 MONUMENTED CGS KT0191 HISTORY - 1949 GOOD NGS KT0191 HISTORY - 1971 GOOD NGS KT0191 KT0191 STATION DESCRIPTION KT0191 KT0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0191'1.6 MI N FROM ORLAND. KT0191'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0191'STATION AT ORLAND, AT WYO, AT A Y FORMED BY THE TRACKS, 143 KT0191'FEET NORTH OF THE TRIANGULATION STATION, 48.7 FEET NORTH OF A KT0191'GRADE CROSSING NO. AE167.1, 28.5 FEET EAST OF THE CENTER LINE KT0191'OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST KT0191'PROJECTING 0.3 FOOT ABOVE THE GROUND. KT0191 KT0191 STATION RECOVERY (1971) KT0191 KT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0191'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0828 *********************************************************************** KT0828 DESIGNATION - P 1067 KT0828 PID - KT0828 KT0828 STATE/COUNTY- CA/GLENN KT0828 USGS QUAD - NEWVILLE (1973) KT0828 KT0828 *CURRENT SURVEY CONTROL KT0828 ___________________________________________________________________ KT0828* NAD 83(1986)- 39 47 58. (N) 122 33 33. (W) SCALED KT0828* NAVD 88 - 206.75 (+/-2cm) 678.3 (feet) VERTCON KT0828 ___________________________________________________________________ KT0828 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0828 KT0828 VERT ORDER - FIRST CLASS II (See Below) KT0828 KT0828.The horizontal coordinates were scaled from a topographic map and have KT0828.an estimated accuracy of +/- 6 seconds. KT0828 KT0828.The NAVD 88 height was computed by applying the VERTCON shift value to KT0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0828.The vertical order pertains to the NGVD 29 superseded value. KT0828 KT0828.The geoid height was determined by GEOID03. KT0828 KT0828; North East Units Estimated Accuracy KT0828;SPC CA 2 - 736,910. 1,952,110. MT (+/- 180 meters Scaled) KT0828 KT0828 SUPERSEDED SURVEY CONTROL KT0828 KT0828 NGVD 29 (??/??/92) 205.901 (m) 675.53 (f) ADJ UNCH 1 2 KT0828 KT0828.Superseded values are not recommended for survey control. KT0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0828.See file dsdata.txt to determine how the superseded data were derived. KT0828 KT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK377055(NAD 83) KT0828_MARKER: DB = BENCH MARK DISK KT0828_SETTING: 36 = BRIDGE KT0828_STAMPING: P 1067 1966 KT0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0828 KT0828 HISTORY - Date Condition Report By KT0828 HISTORY - 1966 MONUMENTED CGS KT0828 KT0828 STATION DESCRIPTION KT0828 KT0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0828'8 MI S FROM PASKENTA. KT0828'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0828'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0828'1.05 MILES SOUTH ALONG NEWVILLE ROAD, 0.05 MILE SOUTH OF TEHAMA-GLENN KT0828'COUNTY LINE, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST KT0828'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER SALT CREEK, 13 FEET KT0828'WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF THE KT0828'WEST EDGE OF THE CONCRETE FLOOR OF BRIDGE, AND ABOUT LEVEL WITH KT0828'THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0162 *********************************************************************** KT0162 DESIGNATION - P 1078 KT0162 PID - KT0162 KT0162 STATE/COUNTY- CA/GLENN KT0162 USGS QUAD - WILLOWS (1969) KT0162 KT0162 *CURRENT SURVEY CONTROL KT0162 ___________________________________________________________________ KT0162* NAD 83(1986)- 39 31 27. (N) 122 12 53. (W) SCALED KT0162* NAVD 88 - 49.86 (+/-2cm) 163.6 (feet) VERTCON KT0162 ___________________________________________________________________ KT0162 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0162 KT0162 VERT ORDER - FIRST CLASS II (See Below) KT0162 KT0162.The horizontal coordinates were scaled from a topographic map and have KT0162.an estimated accuracy of +/- 6 seconds. KT0162 KT0162.The NAVD 88 height was computed by applying the VERTCON shift value to KT0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0162.The vertical order pertains to the NGVD 29 superseded value. KT0162 KT0162.The geoid height was determined by GEOID03. KT0162 KT0162; North East Units Estimated Accuracy KT0162;SPC CA 2 - 706,220. 1,981,540. MT (+/- 180 meters Scaled) KT0162 KT0162 SUPERSEDED SURVEY CONTROL KT0162 KT0162 NGVD 29 (??/??/92) 49.117 (m) 161.14 (f) ADJ UNCH 1 2 KT0162 KT0162.Superseded values are not recommended for survey control. KT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0162.See file dsdata.txt to determine how the superseded data were derived. KT0162 KT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ674752(NAD 83) KT0162_MARKER: DB = BENCH MARK DISK KT0162_SETTING: 36 = BRIDGE KT0162_STAMPING: P 1078 1967 KT0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0162 KT0162 HISTORY - Date Condition Report By KT0162 HISTORY - 1967 MONUMENTED CGS KT0162 KT0162 STATION DESCRIPTION KT0162 KT0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0162'AT WILLOWS. KT0162'AT WILLOWS, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND KT0162'THE ROAD TO ELK CREEK, IN THE TOP AND 1.5 FEET WEST OF THE KT0162'EAST END OF THE SOUTH CONCRETE CURB OF BRIDGE 11-56 OVER THE KT0162'HIGHWAY, 18 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 KT0162'FEET NORTH OF THE NORTH FACE OF THE SOUTH CONCRETE GUARDRAIL, KT0162'3.5 FEET SOUTH OF THE NORTH END OF THE CURB, AND ABOUT 1 FOOT KT0162'HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1112 *********************************************************************** KS1112 DESIGNATION - P 1175 KS1112 PID - KS1112 KS1112 STATE/COUNTY- CA/BUTTE KS1112 USGS QUAD - RICHARDSON SPRINGS (1969) KS1112 KS1112 *CURRENT SURVEY CONTROL KS1112 ___________________________________________________________________ KS1112* NAD 83(1986)- 39 49 04. (N) 121 51 06. (W) SCALED KS1112* NAVD 88 - 99.227 (meters) 325.55 (feet) ADJUSTED KS1112 ___________________________________________________________________ KS1112 GEOID HEIGHT- -27.30 (meters) GEOID03 KS1112 DYNAMIC HT - 99.176 (meters) 325.38 (feet) COMP KS1112 MODELED GRAV- 980,109.9 (mgal) NAVD 88 KS1112 KS1112 VERT ORDER - SECOND CLASS 0 KS1112 KS1112.The horizontal coordinates were scaled from a topographic map and have KS1112.an estimated accuracy of +/- 6 seconds. KS1112 KS1112.The orthometric height was determined by differential leveling KS1112.and adjusted by the National Geodetic Survey in June 1991. KS1112 KS1112.The geoid height was determined by GEOID03. KS1112 KS1112.The dynamic height is computed by dividing the NAVD 88 KS1112.geopotential number by the normal gravity value computed on the KS1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1112.degrees latitude (g = 980.6199 gals.). KS1112 KS1112.The modeled gravity was interpolated from observed gravity values. KS1112 KS1112; North East Units Estimated Accuracy KS1112;SPC CA 2 - 738,800. 2,012,700. MT (+/- 180 meters Scaled) KS1112 KS1112 SUPERSEDED SURVEY CONTROL KS1112 KS1112 NGVD 29 (??/??/??) 98.513 (m) 323.20 (f) ADJUSTED 2 0 KS1112 KS1112.Superseded values are not recommended for survey control. KS1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1112.See file dsdata.txt to determine how the superseded data were derived. KS1112 KS1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK982081(NAD 83) KS1112_MARKER: DB = BENCH MARK DISK KS1112_SETTING: 36 = MISSILE SILO KS1112_STAMPING: P 1175 1961 KS1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1112 KS1112 HISTORY - Date Condition Report By KS1112 HISTORY - 1961 MONUMENTED CGS KS1112 KS1112 STATION DESCRIPTION KS1112 KS1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1112'1.2 MI N FROM CHICO MUNICIPAL AIRPORT. KS1112'0.9 MILE NORTH ALONG COHASSET ROAD FROM THE MAIN (4TH STREET) KS1112'ENTRANCE TO CHICO MUNICIPAL AIRPORT, THENCE 0.3 MILE NORTHWEST KS1112'ALONG AN ASPHALT ROAD, AT U.S. AIR FORCE SM 68 COMPLEX 1-C MISSILE KS1112'SITE, SET IN A DRILL HOLE IN THE WEST SIDE OF THE WEST ONE OF TWO KS1112'ANTENNAE SILO APRONS, 4 FEET EAST OF THE WEST EDGE OF THE KS1112'CONCRETE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1922 *********************************************************************** KS1922 DESIGNATION - P 1430 KS1922 PID - KS1922 KS1922 STATE/COUNTY- CA/BUTTE KS1922 USGS QUAD - NORD (1969) KS1922 KS1922 *CURRENT SURVEY CONTROL KS1922 ___________________________________________________________________ KS1922* NAD 83(1992)- 39 50 25.15772(N) 121 56 26.97101(W) ADJUSTED KS1922* NAVD 88 - 58.684 (meters) 192.53 (feet) ADJUSTED KS1922 ___________________________________________________________________ KS1922 EPOCH DATE - 1991.35 KS1922 X - -2,594,485.096 (meters) COMP KS1922 Y - -4,161,602.016 (meters) COMP KS1922 Z - 4,064,407.993 (meters) COMP KS1922 LAPLACE CORR- 7.01 (seconds) DEFLEC99 KS1922 ELLIP HEIGHT- 31.12 (meters) (05/07/98) GPS OBS KS1922 GEOID HEIGHT- -27.57 (meters) GEOID03 KS1922 DYNAMIC HT - 58.654 (meters) 192.43 (feet) COMP KS1922 MODELED GRAV- 980,123.8 (mgal) NAVD 88 KS1922 KS1922 HORZ ORDER - FIRST KS1922 VERT ORDER - FIRST CLASS II KS1922 ELLP ORDER - FOURTH CLASS I KS1922 KS1922.The horizontal coordinates were established by GPS observations KS1922.and adjusted by the National Geodetic Survey in May 1998. KS1922.The horizontal coordinates are valid at the epoch date displayed above. KS1922.The epoch date for horizontal control is a decimal equivalence KS1922.of Year/Month/Day. KS1922 KS1922.The orthometric height was determined by differential leveling KS1922.and adjusted by the National Geodetic Survey in June 1991. KS1922 KS1922.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1922 KS1922.The Laplace correction was computed from DEFLEC99 derived deflections. KS1922 KS1922.The ellipsoidal height was determined by GPS observations KS1922.and is referenced to NAD 83. KS1922 KS1922.The geoid height was determined by GEOID03. KS1922 KS1922.The dynamic height is computed by dividing the NAVD 88 KS1922.geopotential number by the normal gravity value computed on the KS1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1922.degrees latitude (g = 980.6199 gals.). KS1922 KS1922.The modeled gravity was interpolated from observed gravity values. KS1922 KS1922; North East Units Scale Factor Converg. KS1922;SPC CA 2 - 741,298.609 2,005,064.916 MT 1.00000160 +0 02 14.3 KS1922;SPC CA 2 - 2,432,077.19 6,578,283.81 sFT 1.00000160 +0 02 14.3 KS1922;UTM 10 - 4,410,571.379 590,622.012 MT 0.99970110 +0 40 43.0 KS1922 KS1922! - Elev Factor x Scale Factor = Combined Factor KS1922!SPC CA 2 - 0.99999512 x 1.00000160 = 0.99999672 KS1922!UTM 10 - 0.99999512 x 0.99970110 = 0.99969622 KS1922 KS1922 SUPERSEDED SURVEY CONTROL KS1922 KS1922 NAVD 88 (05/07/98) 58.68 (m) 192.5 (f) LEVELING 3 KS1922 KS1922.Superseded values are not recommended for survey control. KS1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1922.See file dsdata.txt to determine how the superseded data were derived. KS1922 KS1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9062210571(NAD 83) KS1922_MARKER: I = METAL ROD KS1922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1922_STAMPING: P 1430 1988 KS1922_MARK LOGO: NGS KS1922_MAGNETIC: N = NO MAGNETIC MATERIAL KS1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1922+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1922 KS1922 HISTORY - Date Condition Report By KS1922 HISTORY - 1988 MONUMENTED NGS KS1922 HISTORY - 19960129 GOOD CADT KS1922 HISTORY - 19960409 GOOD CADT KS1922 HISTORY - 20040322 GOOD CADT KS1922 KS1922 STATION DESCRIPTION KS1922 KS1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1922'14.4 KM (8.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1922'JUNCTION OF 1ST AVENUE IN CHICO, A METAL ROD DRIVEN 1.2 METERS KS1922'AND FLUSH WITH THE GROUND, 29.8 M (97.8 FT) SOUTHWEST OF THE KS1922'CENTERLINE OF THE HIGHWAY, 20.3 M (66.6 FT) WEST OF A FENCE CORNER, KS1922'12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF CANA HIGHWAY, 9.3 M KS1922'(30.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M KS1922'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND LEVEL WITH THE KS1922'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1922'CAP. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (JRL) KS1922'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION KS1922'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS1922'RECOVERED AS DESCRIBED. KS1922 KS1922 STATION RECOVERY (2004) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1922'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1933 *********************************************************************** KS1933 DESIGNATION - P 1434 KS1933 PID - KS1933 KS1933 STATE/COUNTY- CA/BUTTE KS1933 USGS QUAD - CHICO (1978) KS1933 KS1933 *CURRENT SURVEY CONTROL KS1933 ___________________________________________________________________ KS1933* NAD 83(1986)- 39 44 00. (N) 121 49 32. (W) SCALED KS1933* NAVD 88 - 64.284 (meters) 210.91 (feet) ADJUSTED KS1933 ___________________________________________________________________ KS1933 GEOID HEIGHT- -27.39 (meters) GEOID03 KS1933 DYNAMIC HT - 64.251 (meters) 210.80 (feet) COMP KS1933 MODELED GRAV- 980,123.5 (mgal) NAVD 88 KS1933 KS1933 VERT ORDER - FIRST CLASS II KS1933 KS1933.The horizontal coordinates were scaled from a topographic map and have KS1933.an estimated accuracy of +/- 6 seconds. KS1933 KS1933.The orthometric height was determined by differential leveling KS1933.and adjusted by the National Geodetic Survey in June 1991. KS1933 KS1933.The geoid height was determined by GEOID03. KS1933 KS1933.The dynamic height is computed by dividing the NAVD 88 KS1933.geopotential number by the normal gravity value computed on the KS1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1933.degrees latitude (g = 980.6199 gals.). KS1933 KS1933.The modeled gravity was interpolated from observed gravity values. KS1933 KS1933; North East Units Estimated Accuracy KS1933;SPC CA 2 - 729,430. 2,014,950. MT (+/- 180 meters Scaled) KS1933 KS1933 SUPERSEDED SURVEY CONTROL KS1933 KS1933.No superseded survey control is available for this station. KS1933 KS1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ006988(NAD 83) KS1933_MARKER: I = METAL ROD KS1933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1933_STAMPING: P 1434 1988 KS1933_MARK LOGO: NGS KS1933_PROJECTION: FLUSH KS1933_MAGNETIC: I = MARKER IS A STEEL ROD KS1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1933+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1933_ROD/PIPE-DEPTH: 11.0 meters KS1933 KS1933 HISTORY - Date Condition Report By KS1933 HISTORY - 1988 MONUMENTED NGS KS1933 HISTORY - 20040323 GOOD CADT KS1933 KS1933 STATION DESCRIPTION KS1933 KS1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1933'IN CHICO, AT THE INTERSECTION OF EAST 8TH AND LINDEN STREETS, 20.2 M KS1933'(66.3 FT) NORTHWEST OF THE CENTERLINE OF 8TH STREET, 9.4 M (30.8 FT) KS1933'NORTHEAST OF THE CENTER OF LINDEN STREET, 7.8 M (25.6 FT) NORTHWEST OF KS1933'A FENCE CORNER, 0.4 M (1.3 FT) SOUTHWEST OF A FENCE, AND LEVEL WITH KS1933'THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1933'CAP. KS1933 KS1933 STATION RECOVERY (2004) KS1933 KS1933'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1933'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9377 *********************************************************************** AH9377 DESIGNATION - P 1472 AH9377 PID - AH9377 AH9377 STATE/COUNTY- CA/BUTTE AH9377 USGS QUAD - BIGGS (1970) AH9377 AH9377 *CURRENT SURVEY CONTROL AH9377 ___________________________________________________________________ AH9377* NAD 83(1986)- 39 25 31. (N) 121 41 10. (W) SCALED AH9377* NAVD 88 - 32.420 (meters) 106.36 (feet) ADJUSTED AH9377 ___________________________________________________________________ AH9377 GEOID HEIGHT- -28.24 (meters) GEOID03 AH9377 DYNAMIC HT - 32.402 (meters) 106.31 (feet) COMP AH9377 MODELED GRAV- 980,081.5 (mgal) NAVD 88 AH9377 AH9377 VERT ORDER - FIRST CLASS II AH9377 AH9377.The horizontal coordinates were scaled from a topographic map and have AH9377.an estimated accuracy of +/- 6 seconds. AH9377 AH9377.The orthometric height was determined by differential leveling AH9377.and adjusted by the National Geodetic Survey in July 2002. AH9377.No vertical observational check was made to the station. AH9377 AH9377.The geoid height was determined by GEOID03. AH9377 AH9377.The dynamic height is computed by dividing the NAVD 88 AH9377.geopotential number by the normal gravity value computed on the AH9377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9377.degrees latitude (g = 980.6199 gals.). AH9377 AH9377.The modeled gravity was interpolated from observed gravity values. AH9377 AH9377; North East Units Estimated Accuracy AH9377;SPC CA 2 - 695,260. 2,027,030. MT (+/- 180 meters Scaled) AH9377 AH9377 SUPERSEDED SURVEY CONTROL AH9377 AH9377.No superseded survey control is available for this station. AH9377 AH9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ130647(NAD 83) AH9377_MARKER: DV = VERTICAL CONTROL DISK AH9377_SETTING: 38 = BRIDGE ABUTMENT AH9377_STAMPING: P 1472 1999 AH9377_MARK LOGO: NGS AH9377_MAGNETIC: N = NO MAGNETIC MATERIAL AH9377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH9377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH9377+SATELLITE: SATELLITE OBSERVATIONS - 1999 AH9377 AH9377 HISTORY - Date Condition Report By AH9377 HISTORY - 1999 MONUMENTED NGS AH9377 HISTORY - 20040323 GOOD CADT AH9377 AH9377 STATION DESCRIPTION AH9377 AH9377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9377'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9377'BIGGS, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 99, AH9377'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG RIO BONITA ROAD, IN TOP OF AND AH9377'1.1 M (3.6 FT) SOUTHEAST OF THE NORTHWEST END OF WEST CONCRETE AH9377'ABUTMENT WINGWALL OF A HIGHWAY BRIDGE SPANNING HAMILTON SLOUGH, 3.8 M AH9377'(12.5 FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE, AND 1.8 M (5.9 AH9377'FT) NORTHWEST OF THE WEST END OF THE NORTH BRIDGE RAIL. NOTE--THE MARK AH9377'IS ON ROAD RIGHT-OF-WAY. AH9377 AH9377 STATION RECOVERY (2004) AH9377 AH9377'RECOVERY NOTE BY CALTRANS 2004 (DWM) AH9377'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1118 *********************************************************************** KS1118 DESIGNATION - P 17 KS1118 PID - KS1118 KS1118 STATE/COUNTY- CA/BUTTE KS1118 USGS QUAD - CHICO (1978) KS1118 KS1118 *CURRENT SURVEY CONTROL KS1118 ___________________________________________________________________ KS1118* NAD 83(1986)- 39 43 54. (N) 121 50 13. (W) SCALED KS1118* NAVD 88 - 62.234 (meters) 204.18 (feet) ADJUSTED KS1118 ___________________________________________________________________ KS1118 GEOID HEIGHT- -27.41 (meters) GEOID03 KS1118 DYNAMIC HT - 62.203 (meters) 204.08 (feet) COMP KS1118 MODELED GRAV- 980,126.7 (mgal) NAVD 88 KS1118 KS1118 VERT ORDER - FIRST CLASS II KS1118 KS1118.The horizontal coordinates were scaled from a topographic map and have KS1118.an estimated accuracy of +/- 6 seconds. KS1118 KS1118.The orthometric height was determined by differential leveling KS1118.and adjusted by the National Geodetic Survey in June 1991. KS1118 KS1118.The geoid height was determined by GEOID03. KS1118 KS1118.The dynamic height is computed by dividing the NAVD 88 KS1118.geopotential number by the normal gravity value computed on the KS1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1118.degrees latitude (g = 980.6199 gals.). KS1118 KS1118.The modeled gravity was interpolated from observed gravity values. KS1118 KS1118; North East Units Estimated Accuracy KS1118;SPC CA 2 - 729,250. 2,013,980. MT (+/- 180 meters Scaled) KS1118 KS1118 SUPERSEDED SURVEY CONTROL KS1118 KS1118 NGVD 29 (??/??/??) 61.525 (m) 201.85 (f) ADJUSTED 1 2 KS1118 KS1118.Superseded values are not recommended for survey control. KS1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1118.See file dsdata.txt to determine how the superseded data were derived. KS1118 KS1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ996986(NAD 83) KS1118_MARKER: DB = BENCH MARK DISK KS1118_SETTING: 36 = WATER TANK FOUNDATION KS1118_STAMPING: P 17 1919 201.624 FEET KS1118_MARK LOGO: CGS KS1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1118+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1118 KS1118 HISTORY - Date Condition Report By KS1118 HISTORY - 1919 MONUMENTED CGS KS1118 HISTORY - 1948 GOOD NGS KS1118 HISTORY - 19880718 GOOD NGS KS1118 HISTORY - 19971011 GOOD USPSQD KS1118 HISTORY - 20020629 GOOD INDIV KS1118 HISTORY - 20040323 GOOD CADT KS1118 KS1118 STATION DESCRIPTION KS1118 KS1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1118'AT CHICO. KS1118'AT CHICO, BUTTE COUNTY, AT THE NORTHWEST CORNER OF THIRD AND KS1118'ORIENT STREETS, AT THE CALIFORNIA WATER SERVICE CO. PLANT, AT KS1118'THE ONE OF TWO LARGE STEEL WATER TANKS NEAREST TO THE CORNER, KS1118'IN THE TOP HORIZONATAL SURFACE OF THE SOUTHEAST CONCRETE PEDESTAL, KS1118'AND ON THE SOUTH SIDE. KS1118 KS1118 STATION RECOVERY (1988) KS1118 KS1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1118'RECOVERED IN GOOD CONDITION. KS1118 KS1118 STATION RECOVERY (1997) KS1118 KS1118'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1118'RECOVERED IN GOOD CONDITION. KS1118 KS1118 STATION RECOVERY (2002) KS1118 KS1118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FJC) KS1118'DESCRIPTION IN ERROR. MARK IS ON SW PEDESTAL OF TOWER, NOT SE AS KS1118'DESCRIBED IN 1948. KS1118 KS1118 STATION RECOVERY (2004) KS1118 KS1118'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1118'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0542 *********************************************************************** KT0542 DESIGNATION - P 216 KT0542 PID - KT0542 KT0542 STATE/COUNTY- CA/GLENN KT0542 USGS QUAD - STONYFORD (1994) KT0542 KT0542 *CURRENT SURVEY CONTROL KT0542 ___________________________________________________________________ KT0542* NAD 83(1986)- 39 25 20. (N) 122 32 00. (W) SCALED KT0542* NAVD 88 - 319.05 (+/-2cm) 1046.7 (feet) VERTCON KT0542 ___________________________________________________________________ KT0542 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0542 KT0542 VERT ORDER - SECOND CLASS 0 (See Below) KT0542 KT0542.The horizontal coordinates were scaled from a topographic map and have KT0542.an estimated accuracy of +/- 6 seconds. KT0542 KT0542.The NAVD 88 height was computed by applying the VERTCON shift value to KT0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0542.The vertical order pertains to the NGVD 29 superseded value. KT0542 KT0542.The geoid height was determined by GEOID03. KT0542 KT0542; North East Units Estimated Accuracy KT0542;SPC CA 2 - 695,010. 1,954,080. MT (+/- 180 meters Scaled) KT0542 KT0542 SUPERSEDED SURVEY CONTROL KT0542 KT0542 NGVD 29 (??/??/92) 318.224 (m) 1044.04 (f) ADJ UNCH 2 0 KT0542 KT0542.Superseded values are not recommended for survey control. KT0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0542.See file dsdata.txt to determine how the superseded data were derived. KT0542 KT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ401637(NAD 83) KT0542_MARKER: DB = BENCH MARK DISK KT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0542_STAMPING: P 216 1935 KT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0542+STABILITY: SURFACE MOTION KT0542 KT0542 HISTORY - Date Condition Report By KT0542 HISTORY - 1935 MONUMENTED CGS KT0542 HISTORY - 1950 MARK NOT FOUND USGS KT0542 KT0542 STATION DESCRIPTION KT0542 KT0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0542'3.7 MI N FROM STONYFORD. KT0542'IN GLENN COUNTY, 3.7 MILES NORTH ALONG THE ELK CREEK ROAD FROM KT0542'THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 22 FEET NORTHWEST KT0542'OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF A 28-INCH KT0542'TREE, AND 3.5 FEET SOUTHWEST AND 4.5 FEET SOUTHEAST OF A FENCE KT0542'CORNER. A STANDARD DISK, STAMPED P 216 1935 AND SET IN THE TOP KT0542'OF A CONCRETE POST. KT0542 KT0542 STATION RECOVERY (1950) KT0542 KT0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 KT0542'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0168 *********************************************************************** KT0168 DESIGNATION - P 226 KT0168 PID - KT0168 KT0168 STATE/COUNTY- CA/GLENN KT0168 USGS QUAD - WILLOWS (1969) KT0168 KT0168 *CURRENT SURVEY CONTROL KT0168 ___________________________________________________________________ KT0168* NAD 83(1986)- 39 31 25. (N) 122 09 42. (W) SCALED KT0168* NAVD 88 - 37.31 (+/-2cm) 122.4 (feet) VERTCON KT0168 ___________________________________________________________________ KT0168 GEOID HEIGHT- -28.84 (meters) GEOID03 KT0168 KT0168 VERT ORDER - FIRST CLASS II (See Below) KT0168 KT0168.The horizontal coordinates were scaled from a topographic map and have KT0168.an estimated accuracy of +/- 6 seconds. KT0168 KT0168.The NAVD 88 height was computed by applying the VERTCON shift value to KT0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0168.The vertical order pertains to the NGVD 29 superseded value. KT0168 KT0168.The geoid height was determined by GEOID03. KT0168 KT0168; North East Units Estimated Accuracy KT0168;SPC CA 2 - 706,150. 1,986,100. MT (+/- 180 meters Scaled) KT0168 KT0168 SUPERSEDED SURVEY CONTROL KT0168 KT0168 NGVD 29 (??/??/92) 36.567 (m) 119.97 (f) ADJ UNCH 1 2 KT0168 KT0168.Superseded values are not recommended for survey control. KT0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0168.See file dsdata.txt to determine how the superseded data were derived. KT0168 KT0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ720752(NAD 83) KT0168_MARKER: DB = BENCH MARK DISK KT0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0168_STAMPING: P 226 1935 KT0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0168+STABILITY: SURFACE MOTION KT0168 KT0168 HISTORY - Date Condition Report By KT0168 HISTORY - 1935 MONUMENTED CGS KT0168 HISTORY - 1949 GOOD NGS KT0168 KT0168 STATION DESCRIPTION KT0168 KT0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0168'2.3 MI E FROM WILLOWS. KT0168'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE KT0168'AT WILLOWS, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 45, 0.1 KT0168'MILE EAST OF CONCRETE BRIDGE 11-11, 40.5 FEET SOUTH OF THE KT0168'CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE NORTH BANK OF KT0168'AN IRRIGATION CANAL, 12 FEET WEST OF THE CENTER LINE OF A KT0168'TRACK ROAD LEADING SOUTH, 10.0 FEET SOUTHWEST OF THE WEST END KT0168'OF A GATE ACROSS THE TRACK ROAD, 8.5 FEET SOUTH OF A FENCE, KT0168'5.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE KT0168'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH KT0168'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0099 *********************************************************************** KT0099 DESIGNATION - P 276 KT0099 PID - KT0099 KT0099 STATE/COUNTY- CA/GLENN KT0099 USGS QUAD - BLACK BUTTE DAM (1973) KT0099 KT0099 *CURRENT SURVEY CONTROL KT0099 ___________________________________________________________________ KT0099* NAD 83(1986)- 39 46 20. (N) 122 22 13. (W) SCALED KT0099* NAVD 88 - 138.42 (+/-2cm) 454.1 (feet) VERTCON KT0099 ___________________________________________________________________ KT0099 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0099 KT0099 VERT ORDER - SECOND CLASS 0 (See Below) KT0099 KT0099.The horizontal coordinates were scaled from a topographic map and have KT0099.an estimated accuracy of +/- 6 seconds. KT0099 KT0099.The NAVD 88 height was computed by applying the VERTCON shift value to KT0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0099.The vertical order pertains to the NGVD 29 superseded value. KT0099 KT0099.The geoid height was determined by GEOID03. KT0099 KT0099; North East Units Estimated Accuracy KT0099;SPC CA 2 - 733,800. 1,968,280. MT (+/- 180 meters Scaled) KT0099 KT0099 SUPERSEDED SURVEY CONTROL KT0099 KT0099 NGVD 29 (??/??/92) 137.618 (m) 451.50 (f) ADJ UNCH 2 0 KT0099 KT0099.Superseded values are not recommended for survey control. KT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0099.See file dsdata.txt to determine how the superseded data were derived. KT0099 KT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK539026(NAD 83) KT0099_MARKER: DB = BENCH MARK DISK KT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0099_STAMPING: P 276 1935 KT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0099+STABILITY: SURFACE MOTION KT0099 KT0099 HISTORY - Date Condition Report By KT0099 HISTORY - 1935 MONUMENTED CGS KT0099 HISTORY - 1949 GOOD NGS KT0099 HISTORY - 1966 MARK NOT FOUND USGS KT0099 KT0099 STATION DESCRIPTION KT0099 KT0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0099'11.8 MI NW FROM ORLAND. KT0099'11.1 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0099'PACIFIC CO. RAILROAD STATION AT ORLAND, THENCE 0.7 MILE SOUTH KT0099'ALONG A DIRT ROAD, 0.4 MILE SOUTH OF A LARGE RANCHHOUSE, 64 FEET KT0099'WEST OF THE WEST BANK OF STONY CREEK, 6 1/2 FEET NORTH OF AN KT0099'OLD GATE POST, 1.4 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A KT0099'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0099'0.6 FOOT ABOVE THE GROUND. KT0099 KT0099 STATION RECOVERY (1966) KT0099 KT0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0099'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1144 *********************************************************************** KS1144 DESIGNATION - P 380 KS1144 PID - KS1144 KS1144 STATE/COUNTY- CA/BUTTE KS1144 USGS QUAD - NELSON (1976) KS1144 KS1144 *CURRENT SURVEY CONTROL KS1144 ___________________________________________________________________ KS1144* NAD 83(1986)- 39 31 09. (N) 121 45 08. (W) SCALED KS1144* NAVD 88 - 34.149 (meters) 112.04 (feet) ADJUSTED KS1144 ___________________________________________________________________ KS1144 GEOID HEIGHT- -27.91 (meters) GEOID03 KS1144 DYNAMIC HT - 34.131 (meters) 111.98 (feet) COMP KS1144 MODELED GRAV- 980,111.6 (mgal) NAVD 88 KS1144 KS1144 VERT ORDER - FIRST CLASS II KS1144 KS1144.The horizontal coordinates were scaled from a topographic map and have KS1144.an estimated accuracy of +/- 6 seconds. KS1144 KS1144.The orthometric height was determined by differential leveling KS1144.and adjusted by the National Geodetic Survey in June 1991. KS1144 KS1144.The geoid height was determined by GEOID03. KS1144 KS1144.The dynamic height is computed by dividing the NAVD 88 KS1144.geopotential number by the normal gravity value computed on the KS1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1144.degrees latitude (g = 980.6199 gals.). KS1144 KS1144.The modeled gravity was interpolated from observed gravity values. KS1144 KS1144; North East Units Estimated Accuracy KS1144;SPC CA 2 - 705,670. 2,021,310. MT (+/- 180 meters Scaled) KS1144 KS1144 SUPERSEDED SURVEY CONTROL KS1144 KS1144 NGVD 29 (??/??/??) 33.440 (m) 109.71 (f) ADJUSTED 1 2 KS1144 KS1144.Superseded values are not recommended for survey control. KS1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1144.See file dsdata.txt to determine how the superseded data were derived. KS1144 KS1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ072751(NAD 83) KS1144_MARKER: DB = BENCH MARK DISK KS1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1144_STAMPING: P 380 1949 KS1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1144+STABILITY: SURFACE MOTION KS1144 KS1144 HISTORY - Date Condition Report By KS1144 HISTORY - 1949 MONUMENTED CGS KS1144 HISTORY - 20040420 POOR CADT KS1144 KS1144 STATION DESCRIPTION KS1144 KS1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1144'1.5 MI N FROM RICHVALE. KS1144'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS1144'THE STATION AT RICHVALE, IN LINE WITH A ROW OF TELEPHONE POLES, KS1144'10 RAILS SOUTH OF A SMALL CONCRETE HOUSE, 93 FEET EAST KS1144'OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 77 FEET WEST OF KS1144'MILEPOST 169, 34.6 FEET WEST OF THE WEST RAIL, 30 FEET NORTHWEST KS1144'OF THE CENTER OF A PRIVATE ROAD CROSSING, ABOUT 4 FEET LOWER KS1144'THAN THE TRACKS, 1.8 FEET SOUTH OF A WITNESS POST, AND SET KS1144'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE KS1144'GROUND. KS1144 KS1144 STATION RECOVERY (2004) KS1144 KS1144'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1144'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1094 *********************************************************************** KS1094 DESIGNATION - P 848 KS1094 PID - KS1094 KS1094 STATE/COUNTY- CA/BUTTE KS1094 USGS QUAD - CHICO (1978) KS1094 KS1094 *CURRENT SURVEY CONTROL KS1094 ___________________________________________________________________ KS1094* NAD 83(1986)- 39 43 46. (N) 121 51 12. (W) SCALED KS1094* NAVD 88 - 57.828 (meters) 189.72 (feet) ADJUSTED KS1094 ___________________________________________________________________ KS1094 GEOID HEIGHT- -27.45 (meters) GEOID03 KS1094 DYNAMIC HT - 57.799 (meters) 189.63 (feet) COMP KS1094 MODELED GRAV- 980,130.3 (mgal) NAVD 88 KS1094 KS1094 VERT ORDER - FIRST CLASS II KS1094 KS1094.The horizontal coordinates were scaled from a topographic map and have KS1094.an estimated accuracy of +/- 6 seconds. KS1094 KS1094.The orthometric height was determined by differential leveling KS1094.and adjusted by the National Geodetic Survey in June 1991. KS1094 KS1094.The geoid height was determined by GEOID03. KS1094 KS1094.The dynamic height is computed by dividing the NAVD 88 KS1094.geopotential number by the normal gravity value computed on the KS1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1094.degrees latitude (g = 980.6199 gals.). KS1094 KS1094.The modeled gravity was interpolated from observed gravity values. KS1094 KS1094; North East Units Estimated Accuracy KS1094;SPC CA 2 - 729,000. 2,012,570. MT (+/- 180 meters Scaled) KS1094 KS1094 SUPERSEDED SURVEY CONTROL KS1094 KS1094 NGVD 29 (??/??/??) 57.119 (m) 187.40 (f) ADJUSTED 1 2 KS1094 KS1094.Superseded values are not recommended for survey control. KS1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1094.See file dsdata.txt to determine how the superseded data were derived. KS1094 KS1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ982983(NAD 83) KS1094_MARKER: DB = BENCH MARK DISK KS1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1094_STAMPING: P 848 1948 KS1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1094+STABILITY: SURFACE MOTION KS1094 KS1094 HISTORY - Date Condition Report By KS1094 HISTORY - 1948 MONUMENTED CGS KS1094 HISTORY - 19880718 MARK NOT FOUND NGS KS1094 KS1094 STATION DESCRIPTION KS1094 KS1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1094'0.6 MI NW FROM CHICO. KS1094'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1094'THE STATION AT CHICO, ABOUT 5 RAILS NORTHWEST OF MILEPOST NO. 185, KS1094'48.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 40.5 KS1094'FEET SOUTHWEST OF A 36 INCH JUNIPER TREE, SET IN THE TOP OF A KS1094'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. WITNESS KS1094'POST SET 1.8 FEET SOUTHEAST OF THE STATION. KS1094 KS1094 STATION RECOVERY (1988) KS1094 KS1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1094'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0513 *********************************************************************** KT0513 DESIGNATION - P 851 KT0513 PID - KT0513 KT0513 STATE/COUNTY- CA/GLENN KT0513 USGS QUAD - LOGANDALE (1973) KT0513 KT0513 *CURRENT SURVEY CONTROL KT0513 ___________________________________________________________________ KT0513* NAD 83(1986)- 39 28 57. (N) 122 14 55. (W) SCALED KT0513* NAVD 88 - 47.08 (+/-2cm) 154.5 (feet) VERTCON KT0513 ___________________________________________________________________ KT0513 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0513 KT0513 VERT ORDER - FIRST CLASS II (See Below) KT0513 KT0513.The horizontal coordinates were scaled from a topographic map and have KT0513.an estimated accuracy of +/- 6 seconds. KT0513 KT0513.The NAVD 88 height was computed by applying the VERTCON shift value to KT0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0513.The vertical order pertains to the NGVD 29 superseded value. KT0513 KT0513.The geoid height was determined by GEOID03. KT0513 KT0513; North East Units Estimated Accuracy KT0513;SPC CA 2 - 701,600. 1,978,610. MT (+/- 180 meters Scaled) KT0513 KT0513 SUPERSEDED SURVEY CONTROL KT0513 KT0513 NGVD 29 (??/??/92) 46.332 (m) 152.01 (f) ADJ UNCH 1 2 KT0513 KT0513.Superseded values are not recommended for survey control. KT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0513.See file dsdata.txt to determine how the superseded data were derived. KT0513 KT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ646705(NAD 83) KT0513_MARKER: DB = BENCH MARK DISK KT0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0513_STAMPING: P 851 1949 KT0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0513+STABILITY: SURFACE MOTION KT0513 KT0513 HISTORY - Date Condition Report By KT0513 HISTORY - 1949 MONUMENTED CGS KT0513 KT0513 STATION DESCRIPTION KT0513 KT0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0513'5.5 MI SW FROM WILLOWS. KT0513'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0513'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0513'2.8 MILES SOUTH ALONG COUNTY ROAD D, 0.1 MILE NORTH OF A DRIVEWAY KT0513'ENTRANCE TO A RANCH HOUSE, 28 FEET EAST OF THE CENTER LINE KT0513'OF THE ROAD, 10 FEET NORTH OF A POWER POLE, 1.6 FEET WEST OF KT0513'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0513'0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0196 *********************************************************************** KT0196 DESIGNATION - P 852 KT0196 PID - KT0196 KT0196 STATE/COUNTY- CA/TEHAMA KT0196 USGS QUAD - KIRKWOOD (1969) KT0196 KT0196 *CURRENT SURVEY CONTROL KT0196 ___________________________________________________________________ KT0196* NAD 83(1986)- 39 49 19. (N) 122 10 00. (W) SCALED KT0196* NAVD 88 - 68.55 (+/-2cm) 224.9 (feet) VERTCON KT0196 ___________________________________________________________________ KT0196 GEOID HEIGHT- -28.38 (meters) GEOID03 KT0196 KT0196 VERT ORDER - FIRST CLASS II (See Below) KT0196 KT0196.The horizontal coordinates were scaled from a topographic map and have KT0196.an estimated accuracy of +/- 6 seconds. KT0196 KT0196.The NAVD 88 height was computed by applying the VERTCON shift value to KT0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0196.The vertical order pertains to the NGVD 29 superseded value. KT0196 KT0196.The geoid height was determined by GEOID03. KT0196 KT0196; North East Units Estimated Accuracy KT0196;SPC CA 1 - 554,270. 1,985,730. MT (+/- 180 meters Scaled) KT0196 KT0196 SUPERSEDED SURVEY CONTROL KT0196 KT0196 NGVD 29 (??/??/92) 67.804 (m) 222.45 (f) ADJ UNCH 1 2 KT0196 KT0196.Superseded values are not recommended for survey control. KT0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0196.See file dsdata.txt to determine how the superseded data were derived. KT0196 KT0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK713083(NAD 83) KT0196_MARKER: DB = BENCH MARK DISK KT0196_SETTING: 80 = SET IN A BOULDER KT0196_STAMPING: P 852 1949 KT0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0196+STABILITY: SURFACE MOTION KT0196 KT0196 HISTORY - Date Condition Report By KT0196 HISTORY - 1949 MONUMENTED CGS KT0196 KT0196 STATION DESCRIPTION KT0196 KT0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0196'2.4 MI S FROM KIRKWOOD. KT0196'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM GRADE KT0196'CROSSING NO. AE 173.4 AT KIRKWOOD, 29.5 FEET WEST OF THE CENTER KT0196'LINE OF THE TRACK, 10.5 FEET NORTH OF THE SECOND POLE SOUTH KT0196'OF MILE POST NO. 171, 4 FEET WEST OF A FENCE LINE, AND SET IN KT0196'THE TOP OF A LARGE GRANITE BOULDER. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1015 *********************************************************************** KS1015 DESIGNATION - P 853 RESET KS1015 PID - KS1015 KS1015 STATE/COUNTY- CA/BUTTE KS1015 USGS QUAD - BIGGS (1970) KS1015 KS1015 *CURRENT SURVEY CONTROL KS1015 ___________________________________________________________________ KS1015* NAD 83(1986)- 39 29 37. (N) 121 40 46. (W) SCALED KS1015* NAVD 88 - 44.983 (meters) 147.58 (feet) ADJUSTED KS1015 ___________________________________________________________________ KS1015 GEOID HEIGHT- -27.96 (meters) GEOID03 KS1015 DYNAMIC HT - 44.958 (meters) 147.50 (feet) COMP KS1015 MODELED GRAV- 980,086.2 (mgal) NAVD 88 KS1015 KS1015 VERT ORDER - FIRST CLASS II KS1015 KS1015.The horizontal coordinates were scaled from a topographic map and have KS1015.an estimated accuracy of +/- 6 seconds. KS1015 KS1015.The orthometric height was determined by differential leveling KS1015.and adjusted by the National Geodetic Survey in June 1991. KS1015 KS1015.The geoid height was determined by GEOID03. KS1015 KS1015.The dynamic height is computed by dividing the NAVD 88 KS1015.geopotential number by the normal gravity value computed on the KS1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1015.degrees latitude (g = 980.6199 gals.). KS1015 KS1015.The modeled gravity was interpolated from observed gravity values. KS1015 KS1015; North East Units Estimated Accuracy KS1015;SPC CA 2 - 702,850. 2,027,570. MT (+/- 180 meters Scaled) KS1015 KS1015 SUPERSEDED SURVEY CONTROL KS1015 KS1015 NGVD 29 (??/??/??) 44.269 (m) 145.24 (f) ADJUSTED 1 2 KS1015 KS1015.Superseded values are not recommended for survey control. KS1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1015.See file dsdata.txt to determine how the superseded data were derived. KS1015 KS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ135723(NAD 83) KS1015_MARKER: DB = BENCH MARK DISK KS1015_SETTING: 38 = ABUTMENT KS1015_STAMPING: P 853 RESET 1966 KS1015_MARK LOGO: CGS KS1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1015+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1015 KS1015 HISTORY - Date Condition Report By KS1015 HISTORY - 1966 MONUMENTED CADH KS1015 HISTORY - 1967 GOOD NGS KS1015 HISTORY - 19880804 GOOD NGS KS1015 HISTORY - 20040323 GOOD CADT KS1015 KS1015 STATION DESCRIPTION KS1015 KS1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KS1015'3.6 MI E FROM RICHVALE. KS1015'ABOUT 0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1015'THE STATION AT RICHVALE, THENCE 2.9 MILES EAST ALONG U.S. HIGHWAY KS1015'99E, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 21, AT THE KS1015'THERMALITO AFTERBAY BRIDGE (NO. 12-31), ABOUT 0.5 MILE EAST OF KS1015'STATE HIGHWAY 99, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, KS1015'ABOUT 2 FEET HIGHER THAN THE LEVEL OF THE HIGHWAY, AND SET IN THE KS1015'TOP OF THE CONCRETE BARRIER RAIL OF THE BRIDGE. KS1015 KS1015 STATION RECOVERY (1988) KS1015 KS1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1015'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 5.5 KM KS1015'(3.40 MI) EASTERLY ALONG RICHVALE HIGHWAY AND STATE HIGHWAY 162 FROM KS1015'THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN RICHVALE, IN THE KS1015'NORTH END OF EAST CONCRETE ABUTMENT GUARDRAIL OF HIGHWAY BRIDGE NUMBER KS1015'12-31 SPANNING THERMALITO AFTERBAY, 0.8 KM (0.50 MI) EAST OF THE KS1015'INTERSECTION OF STATE HIGHWAY 99, 13.3 M (43.6 FT) WEST OF THE EAST KS1015'END OF THE GUARDRAIL, 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF THE KS1015'HIGHWAY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1015 KS1015 STATION RECOVERY (2004) KS1015 KS1015'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1889 *********************************************************************** KS1889 DESIGNATION - PEN KS1889 PID - KS1889 KS1889 STATE/COUNTY- CA/BUTTE KS1889 USGS QUAD - HAMLIN CANYON (1969) KS1889 KS1889 *CURRENT SURVEY CONTROL KS1889 ___________________________________________________________________ KS1889* NAD 83(1992)- 39 39 36.74240(N) 121 44 20.64380(W) ADJUSTED KS1889* NAVD 88 - 70.966 (meters) 232.83 (feet) ADJUSTED KS1889 ___________________________________________________________________ KS1889 EPOCH DATE - 1991.35 KS1889 LAPLACE CORR- 2.07 (seconds) DEFLEC99 KS1889 GEOID HEIGHT- -27.44 (meters) GEOID03 KS1889 DYNAMIC HT - 70.929 (meters) 232.71 (feet) COMP KS1889 MODELED GRAV- 980,108.3 (mgal) NAVD 88 KS1889 KS1889 HORZ ORDER - SECOND KS1889 VERT ORDER - FIRST CLASS II KS1889 KS1889.The horizontal coordinates were established by classical geodetic methods KS1889.and adjusted by the National Geodetic Survey in March 1994. KS1889.The horizontal coordinates are valid at the epoch date displayed above. KS1889.The epoch date for horizontal control is a decimal equivalence KS1889.of Year/Month/Day. KS1889 KS1889.The orthometric height was determined by differential leveling KS1889.and adjusted by the National Geodetic Survey in June 1991. KS1889 KS1889.The Laplace correction was computed from DEFLEC99 derived deflections. KS1889 KS1889.The geoid height was determined by GEOID03. KS1889 KS1889.The dynamic height is computed by dividing the NAVD 88 KS1889.geopotential number by the normal gravity value computed on the KS1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1889.degrees latitude (g = 980.6199 gals.). KS1889 KS1889.The modeled gravity was interpolated from observed gravity values. KS1889 KS1889; North East Units Scale Factor Converg. KS1889;SPC CA 2 - 721,331.276 2,022,391.251 MT 0.99996506 +0 09 52.2 KS1889;SPC CA 2 - 2,366,567.69 6,635,128.63 sFT 0.99996506 +0 09 52.2 KS1889;UTM 10 - 4,390,804.252 608,166.037 MT 0.99974404 +0 48 17.4 KS1889 KS1889! - Elev Factor x Scale Factor = Combined Factor KS1889!SPC CA 2 - 0.99999317 x 0.99996506 = 0.99995823 KS1889!UTM 10 - 0.99999317 x 0.99974404 = 0.99973721 KS1889 KS1889: Primary Azimuth Mark Grid Az KS1889:SPC CA 2 - JUNCTION 134 34 56.4 KS1889:UTM 10 - JUNCTION 133 56 31.2 KS1889 KS1889|---------------------------------------------------------------------| KS1889| PID Reference Object Distance Geod. Az | KS1889| dddmmss.s | KS1889| KS1885 JUNCTION APPROX. 5.8 KM 1344448.6 | KS1889| DB7506 PEN RM 2 4.843 METERS 20515 | KS1889| KS1887 CHEANEY AZ MK 2 APPROX. 0.7 KM 2110925.5 | KS1889| DB7505 PEN RM 1 12.975 METERS 33350 | KS1889|---------------------------------------------------------------------| KS1889 KS1889 SUPERSEDED SURVEY CONTROL KS1889 KS1889 NAD 83(1986)- 39 39 36.73117(N) 121 44 20.64245(W) AD(1984.00) 2 KS1889 NAD 27 - 39 39 37.14502(N) 121 44 16.72891(W) AD( ) 2 KS1889 NGVD 29 (07/19/86) 70.2 (m) 230. (f) VERT ANG KS1889 KS1889.Superseded values are not recommended for survey control. KS1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1889.See file dsdata.txt to determine how the superseded data were derived. KS1889 KS1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0816690804(NAD 83) KS1889_MARKER: DS = TRIANGULATION STATION DISK KS1889_SETTING: 66 = SET IN ROCK OUTCROP KS1889_STAMPING: PEN 1972 KS1889_MARK LOGO: CADH KS1889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1889+STABILITY: POSITION/ELEVATION WELL KS1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1889+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1889 KS1889 HISTORY - Date Condition Report By KS1889 HISTORY - 1972 MONUMENTED CADT KS1889 HISTORY - 1972 GOOD CADH KS1889 HISTORY - 19880726 GOOD NGS KS1889 HISTORY - 20040323 GOOD CADT KS1889 KS1889 STATION DESCRIPTION KS1889 KS1889'DESCRIBED BY CALTRANS 1972 (DRG) KS1889'THE STATION IS ABOUT 7.0 MILES SOUTHEAST OF CHICO, 3.5 MILES KS1889'NORTHEAST OF DURHAM AND 3.5 MILES NORTHWEST OF THE JUNCTION OF STATE KS1889'HIGHWAY ROUTES 99 AND 149. IT IS LOCATED NEAR A KNOLL ON THE WEST KS1889'SIDE OF STATE HIGHWAY ROUTE 99 IN THE VICINITY OF A CATTLE FEEDER KS1889'PEN. KS1889' KS1889'TO REACH STATION FROM STATE HIGHWAY ROUTE 99 AND SKYWAY KS1889'OVERCROSSING (BRIDGE NO. 12-167) IN CHICO, GO SOUTH ON ROUTE 99 KS1889'4.6 MILES TO NEAL ROAD, CONTINUE SOUTH ON ROUTE 99 0.3 MILE, LEAVE KS1889'HIGHWAY AND CONTINUE SOUTH ALONG WEST RIGHT OF WAY FENCE OF ROUTE KS1889'99 0.2 MILE AND END OF TRUCK TRAVEL, PACK 0.1 MILE WESTERLY TO KS1889'STATION ABOUT 130 FEET EAST OF HIGHEST KNOLL IN VICINITY (CATTLE KS1889'FEEDER PEN OCCUPIES HIGHEST POINT). KS1889' KS1889'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED PEN 1972 KS1889'SET IN DRILL HOLE IN ROCK OUTCROP PROJECTING 10 INCHES ABOVE KS1889'GROUND SURFACE. IT IS 121.3 FEET EAST OF NORTHEAST CORNER OF 20 KS1889'FEET X 20 FEET CATTLE FEEDER PEN AND ABOUT 360 FEET SOUTHWEST OF KS1889'RIGHT OF WAY FENCE OF ROUTE 99. THERE IS NO UNDERGROUND MARK. KS1889' KS1889'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1889'PEN RM NO. 1 1972 SET IN DRILL HOLE IN ROCK OUTCROP PROJECTING KS1889'12 INCHES ABOVE GROUND SURFACE AND 1.0 FOOT LOWER THAN STATION. KS1889' KS1889'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1889'PEN RM NO. 2 1972 SET IN DRILL HOLE IN ROCK OUTCROP PROJECTING KS1889'10 INCHES ABOVE GROUND SURFACE AND 0.5 FEET LOWER THAN STATION. KS1889' KS1889'NOTE--NO AZIMUTH MARK SET TO STATION. KS1889' KS1889'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS. KS1889 KS1889 STATION RECOVERY (1972) KS1889 KS1889'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1889'RECOVERED IN GOOD CONDITION. KS1889 KS1889 STATION RECOVERY (1988) KS1889 KS1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1889'12.5 KM (7.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1889'JUNCTION OF 1ST AVENUE IN CHICO, IN AN AREA OF OUTCROPPING BEDROCK KS1889'THAT PROJECTS 0.25 M (0.8 FT) ABOVE THE GROUND SURFACE, 0.8 KM KS1889'(0.50 MI) SOUTHEAST OF THE INTERSECTION OF NEAL ROAD, 43.0 M KS1889'(141.1 FT) EAST OF THE HIGHEST POINT OF A HILL, 14.0 M (45.9 FT) KS1889'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, KS1889'11.3 M (37.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) KS1889'NORTH OF A CAIRN. KS1889 KS1889 STATION RECOVERY (2004) KS1889 KS1889'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1889'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT1827 *********************************************************************** KT1827 DESIGNATION - PRINCETON RESET KT1827 PID - KT1827 KT1827 STATE/COUNTY- CA/COLUSA KT1827 USGS QUAD - PRINCETON (1973) KT1827 KT1827 *CURRENT SURVEY CONTROL KT1827 ___________________________________________________________________ KT1827* NAD 83(1992)- 39 24 22.14513(N) 122 00 41.19083(W) ADJUSTED KT1827* NAVD 88 - 24.25 (+/-2cm) 79.6 (feet) VERTCON KT1827 ___________________________________________________________________ KT1827 EPOCH DATE - 1991.35 KT1827 LAPLACE CORR- 4.82 (seconds) DEFLEC99 KT1827 GEOID HEIGHT- -28.79 (meters) GEOID03 KT1827 KT1827 HORZ ORDER - SECOND KT1827 VERT ORDER - THIRD ? (See Below) KT1827 KT1827.The horizontal coordinates were established by classical geodetic methods KT1827.and adjusted by the National Geodetic Survey in March 1994. KT1827.The horizontal coordinates are valid at the epoch date displayed above. KT1827.The epoch date for horizontal control is a decimal equivalence KT1827.of Year/Month/Day. KT1827 KT1827.The NAVD 88 height was computed by applying the VERTCON shift value to KT1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT1827.The vertical order pertains to the NGVD 29 superseded value. KT1827 KT1827.The Laplace correction was computed from DEFLEC99 derived deflections. KT1827 KT1827.The geoid height was determined by GEOID03. KT1827 KT1827; North East Units Scale Factor Converg. KT1827;SPC CA 2 - 693,094.108 1,999,014.590 MT 0.99993037 -0 00 26.0 KT1827;SPC CA 2 - 2,273,926.25 6,558,433.70 sFT 0.99993037 -0 00 26.0 KT1827;UTM 10 - 4,362,315.342 585,110.270 MT 0.99968919 +0 37 39.3 KT1827 KT1827! - Elev Factor x Scale Factor = Combined Factor KT1827!SPC CA 2 - 1.00000071 x 0.99993037 = 0.99993108 KT1827!UTM 10 - 1.00000071 x 0.99968919 = 0.99968990 KT1827 KT1827: Primary Azimuth Mark Grid Az KT1827:SPC CA 2 - PRINCETON AZ MK 180 21 34.0 KT1827:UTM 10 - PRINCETON AZ MK 179 43 28.7 KT1827 KT1827|---------------------------------------------------------------------| KT1827| PID Reference Object Distance Geod. Az | KT1827| dddmmss.s | KT1827| DB6552 PRINCETON RM 1 41.386 METERS 15628 | KT1827| DB6551 PRINCETON AZ MK 1802108.0 | KT1827| DB6553 PRINCETON RM 2 53.121 METERS 28225 | KT1827|---------------------------------------------------------------------| KT1827 KT1827 SUPERSEDED SURVEY CONTROL KT1827 KT1827 NAD 83(1986)- 39 24 22.13411(N) 122 00 41.18378(W) AD(1984.00) 2 KT1827 NAD 27 - 39 24 22.54700(N) 122 00 37.27700(W) AD( ) 2 KT1827 NGVD 29 (07/19/86) 23.52 (m) 77.2 (f) LEVELING 3 KT1827 KT1827.Superseded values are not recommended for survey control. KT1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1827.See file dsdata.txt to determine how the superseded data were derived. KT1827 KT1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8511062315(NAD 83) KT1827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION KT1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1827 KT1827 HISTORY - Date Condition Report By KT1827 HISTORY - 1939 MONUMENTED CGS KT1827 HISTORY - 1962 SEE DESCRIPTION CASLC KT1827 HISTORY - 1978 SEE DESCRIPTION USGS KT1827 HISTORY - 1978 SEE DESCRIPTION NGS KT1827 KT1827 STATION DESCRIPTION KT1827 KT1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KT1827'ON THE PRINCETON ELEMENTARY SCHOOL GROUNDS, ON THE SOUTH SIDE KT1827'OF ROAD WHICH LEADS WEST TO NORMAN FROM PRINCETON. THE STATION KT1827'IS NEAR THE NORTHEAST CORNER OF THE PLAYFIELD OF THE SCHOOL, KT1827'87-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF SCHOOLHOUSE, KT1827'64 FEET SOUTH OF CENTER LINE OF ROAD, AND 54-1/2 FEET SOUTHWEST KT1827'OF POST ON WEST SIDE OF DRIVEWAY LEADING TO SCHOOL. THE AZIMUTH KT1827'MARK IS JUST OUTSIDE THE NORTHWEST CORNER OF THE MAIN YARD OF KT1827'THE PRINCETON HIGH SCHOOL, LOCATED 0.4 MILE SOUTH OF THE KT1827'STATION, 34 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD KT1827'ON THE NORTH SIDE OF HIGH SCHOOL AND 10-1/2 FEET KT1827'NORTH-NORTHEAST OF FENCE CORNER AND DRIVEWAY POST. KT1827' KT1827'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS MARKS ARE STANDARD KT1827'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, KT1827'RESPECTIVELY. KT1827' KT1827'A 77-FOOT TOWER REQUIRED. KT1827 KT1827 STATION RECOVERY (1962) KT1827 KT1827'RECOVERY NOTE BY CALIFORNIA STATE LANDS COMMISSION 1962 KT1827'STATION MARK IS IN FAIR CONDITION. MOST OF THE BRASS CAP HAS KT1827'BEEN KNOCKED OUT, BUT CONCRETE POST DOESNT APPEAR TO BE DISTURBED. KT1827'R.M. IS COVERED BY ASPHALT PLAYGROUND. R.M. 2 APPEARS TO HAVE KT1827'BEEN DESTROYED. THE AZIMUTH MARK IS IN GOOD CONDITION. KT1827' KT1827'STATION IS LOCATED AT PRINCETON ALONG NORMAN ROAD ON THE GROUNDS KT1827'OF THE PRINCETON ELEMENTARY SCHOOL. IT IS 88.0 FEET WNW OF THE NW KT1827'CORNER OF THE SCHOOL, 56.2 FEET NW OF A POWER POLE, 93.4 FEET KT1827'N OF THE NW CORNER OF A FRAME SCHOOL BUILDING, 53.5 FEET SW KT1827'OF A 10 X 12-INCH CONCRETE POST AT THE WEST SIDE OF ENTRANCE KT1827'TO SCHOOL, 43.8 FEET SSW OF A TRANSFORMER POLE AND 7.1 FEET N OF KT1827'A WALNUT TREE. KT1827' KT1827'THE AZIMUTH MARK IS 99.8 FEET N OF THE NW CORNER OF THE HIGH KT1827'SCHOOL, 83.9 FEET E OF THE NE CORNER OF THE HIGH SCHOOL AUDITORIUM, KT1827'72.9 FEET S OF POWER POLE NO. 9/100, 10.4 FEET NNE OF TRANSFORMER KT1827'POWER POLE, 8.0 FEET N OF A FENCE LINE, AND 34.0 FEET S OF KT1827'CENTER LINE OF E-W STREET ON NORTH SIDE OF HIGH SCHOOL. THE KT1827'MARK IS USC AND GS BRASS CAP STAMPED PRINCETON 1939. KT1827' KT1827'R.M. 3 IS 75.1 FEET NNW OF NW CORNER OF THE SCHOOL, 37.1 FEET KT1827'SE OF A POWER POLE WITH TRANSFORMER, 22.5 FEET SSE OF A 10 X 12-INCH KT1827'CONCRETE POST AT W SIDE OF ENTRANCE TO SCHOOL, 1.2 FEET W OF A KT1827'CONCRETE CURB ON WESTERLY SIDE OF DRIVEWAY LEADING TO SCHOOL. KT1827'THE MAR IS A STANDARD CSLC BRASS CAP SET IN A CONCRETE POST, KT1827'STAMPED PRINCETON R.M. 3 1962, AND PROJECTS 2 INCHES ABOVE KT1827'GROUND. KT1827' KT1827'R.M. 4 IS 69.0 FEET SW OF THE NW CORNER OF THE SCHOOL, AND 1.5 KT1827'FEET N OF THE NW CORNER OF A FRAME SCHOOL BUILDING. THE MARK KT1827'IS A STANDARD CSLC BRASS CAP, STAMPED PRINCETON R.M. 4 1962 KT1827'AND FLUSH WITH THE GROUND. KT1827' KT1827'R.M. 5 IS N OF THE FOOTBALL FIELD, 78.5 FEET WSW OF TRANSFORMER KT1827'POWER POLE, 136.0 FEET NW OF THE NW CORNER OF A FRAME SCHOOL KT1827'BUILDING AND 1.7 FEET E OF A FOOTBALL FIELD FLOODLIGHT POLE. KT1827'THE MARK IS A STANDARD CSLC BRASS CAP STAMPED PRINCETON R.M. 5 KT1827'1962, SET IN CONCRETE POST AND PROJECTS 1 INCH ABOVE GROUND. KT1827 KT1827 STATION RECOVERY (1978) KT1827 KT1827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (EEM) KT1827'ON THE PRINCETON ELEMENTARY SCHOOL GROUNDS, IN ABOUT THE CENTER KT1827'OF THE PARKING LOT. IT IS 62.5 FT NE. OF THE NW. CORNER OF THE KT1827'NEW SCHOOL BUILDING, 45.9 FT SE. OF THE NE. CORNER OF A CHAINLINK KT1827'FENCE AROUND THE PLAYGROUND, 42.8 FT SW. OF A PG AND E POWER POLE KT1827'WITH A METAL TAG MARKED W.O. 9-1022-G 8/16/74, 53.5 FT SW. OF A KT1827'10X12-INCH CONCRETE POST (NOW BROKEN OFF TO ABOUT 0.4 FT ABOVE KT1827'GROUND) AT THE WEST SIDE OF ENTRANCE DRIVE TO KT1827'SCHOOL. NOTE--THE BALANCE OF OLD DESCRIPTION NO LONGER KT1827'APPLIES. KT1827' KT1827'THE BRASS TABLET IS NEARLY ALL BROKEN OFF NOW. POST SEEMS TO KT1827'HAVE NOT BEEN DISTURBED. RM NO 3--FOUND OK. IT IS NOW ABOUT KT1827'0.3 FT BELOW GROUND SURFACE. RM NO 4--PROBABLY DESTROYED OR KT1827'COULD BE BURIED BECAUSE OF NEW SCHOOL BUILDING. RM NO KT1827'5--FOUND OK. IT IS BETWEEN THE FLOODLIGHT POLE AND THE KT1827'NE. CORNER OF THE PLAYGROUND FENCE CORNER. MEASUREMENTS TO KT1827'SCHOOL BLDG. AND POWER POLE WITH TRANSFORMER NO LONGER APPLY. KT1827 KT1827 STATION RECOVERY (1978) KT1827 KT1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) KT1827'MOST OF THE STATION MARK DISK WAS FOUND BROKEN AWAY BUT THE KT1827'CONCRETE MARK POST WAS STILL SOLID IN THE GROUND. THE CENTER KT1827'POINT OF THE DISK WAS HELD, THE BROKEN DISK WAS REMOVED, AND KT1827'A NEW STATION MARK DISK WAS SET IN THE SAME EXACT POSITION ON KT1827'THIS DATE. REFERENCE MARKS 3 AND 5 WERE RECOVERED IN GOOD KT1827'CONDITION AND THE DISTANCES AND DIRECTIONS TO THEM FROM THE KT1827'STATION MARK MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE KT1827'1962 MEASUREMENTS. THE AZIMUTH MARK WAS RECOVERED IN GOOD KT1827'CONDITION BUT IT IS OBSTRUCTED FROM VIEW FROM THE STATION BY KT1827'THE ELEMENTARY SCHOOL. THE PREVIOUS DESCRIPTIONS ARE KT1827'ADEQUATE WITH THE FOLLOWING ADDITIONS-- KT1827' KT1827'THE SURFACE STATION MARK IS AN NGS HORIZONTAL CONTROL DISK KT1827'STAMPED PRINCETON 1939 1978 CEMENTED IN A DRILL HOLE IN THE TOP KT1827'OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE GRAVELED SURFACE KT1827'OF THE GROUND. KT1827' KT1827'THE AZIMUTH MARK IS 24.0 FEET NORTH OF THE NORTHWEST CORNER OF A KT1827'NEW HIGH SCHOOL BUILDING, 16.0 FEET NORTHEAST OF A POWER POLE, IN KT1827'LINE WITH THE WEST SIDE OF THE HIGH SCHOOL BUILDING, AND FLUSH KT1827'WITH THE SURROUNDING ASPHALT PAVING. KT1827' KT1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT1827'AT PRINCETON. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0805 *********************************************************************** KT0805 DESIGNATION - Q 1066 KT0805 PID - KT0805 KT0805 STATE/COUNTY- CA/GLENN KT0805 USGS QUAD - CHROME (1968) KT0805 KT0805 *CURRENT SURVEY CONTROL KT0805 ___________________________________________________________________ KT0805* NAD 83(1986)- 39 40 07. (N) 122 31 30. (W) SCALED KT0805* NAVD 88 - 192.51 (+/-2cm) 631.6 (feet) VERTCON KT0805 ___________________________________________________________________ KT0805 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0805 KT0805 VERT ORDER - FIRST CLASS II (See Below) KT0805 KT0805.The horizontal coordinates were scaled from a topographic map and have KT0805.an estimated accuracy of +/- 6 seconds. KT0805 KT0805.The NAVD 88 height was computed by applying the VERTCON shift value to KT0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0805.The vertical order pertains to the NGVD 29 superseded value. KT0805 KT0805.The geoid height was determined by GEOID03. KT0805 KT0805; North East Units Estimated Accuracy KT0805;SPC CA 2 - 722,360. 1,954,950. MT (+/- 180 meters Scaled) KT0805 KT0805 SUPERSEDED SURVEY CONTROL KT0805 KT0805 NGVD 29 (??/??/92) 191.675 (m) 628.85 (f) ADJ UNCH 1 2 KT0805 KT0805.Superseded values are not recommended for survey control. KT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0805.See file dsdata.txt to determine how the superseded data were derived. KT0805 KT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ407910(NAD 83) KT0805_MARKER: DB = BENCH MARK DISK KT0805_SETTING: 30 = CULVERT KT0805_STAMPING: Q 1066 1966 KT0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0805 KT0805 HISTORY - Date Condition Report By KT0805 HISTORY - 1966 MONUMENTED CGS KT0805 KT0805 STATION DESCRIPTION KT0805 KT0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0805'4.9 MI N FROM ELK CREEK. KT0805'4.9 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0805'ELK CREEK, AT THE CROSSING OF A CREEK, IN THE TOP AND 2.6 KT0805'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF KT0805'A LARGE CONCRETE ARCH CULVERT, 15 FEET EAST OF THE CENTER KT0805'LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0824 *********************************************************************** KT0824 DESIGNATION - Q 1067 KT0824 PID - KT0824 KT0824 STATE/COUNTY- CA/GLENN KT0824 USGS QUAD - NEWVILLE (1973) KT0824 KT0824 *CURRENT SURVEY CONTROL KT0824 ___________________________________________________________________ KT0824* NAD 83(1986)- 39 47 37. (N) 122 32 01. (W) SCALED KT0824* NAVD 88 - 192.76 (+/-2cm) 632.4 (feet) VERTCON KT0824 ___________________________________________________________________ KT0824 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0824 KT0824 VERT ORDER - FIRST CLASS II (See Below) KT0824 KT0824.The horizontal coordinates were scaled from a topographic map and have KT0824.an estimated accuracy of +/- 6 seconds. KT0824 KT0824.The NAVD 88 height was computed by applying the VERTCON shift value to KT0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0824.The vertical order pertains to the NGVD 29 superseded value. KT0824 KT0824.The geoid height was determined by GEOID03. KT0824 KT0824; North East Units Estimated Accuracy KT0824;SPC CA 2 - 736,250. 1,954,300. MT (+/- 180 meters Scaled) KT0824 KT0824 SUPERSEDED SURVEY CONTROL KT0824 KT0824 NGVD 29 (??/??/92) 191.920 (m) 629.66 (f) ADJ UNCH 1 2 KT0824 KT0824.Superseded values are not recommended for survey control. KT0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0824.See file dsdata.txt to determine how the superseded data were derived. KT0824 KT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK399049(NAD 83) KT0824_MARKER: DB = BENCH MARK DISK KT0824_SETTING: 36 = BRIDGE KT0824_STAMPING: Q 1067 1966 KT0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0824 KT0824 HISTORY - Date Condition Report By KT0824 HISTORY - 1966 MONUMENTED CGS KT0824 KT0824 STATION DESCRIPTION KT0824 KT0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0824'9.4 MI S FROM PASKENTA. KT0824'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0824'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0824'2.5 MILES SOUTH ALONG NEWVILLE ROAD, AT NEWVILLE, IN THE TOP KT0824'OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF A CONCRETE KT0824'BRIDGE OVER SALT CREEK, 10 1/2 FEET SOUTH OF THE CENTER LINE KT0824'OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0155 *********************************************************************** KT0155 DESIGNATION - Q 1078 KT0155 PID - KT0155 KT0155 STATE/COUNTY- CA/GLENN KT0155 USGS QUAD - WILLOWS (1969) KT0155 KT0155 *CURRENT SURVEY CONTROL KT0155 ___________________________________________________________________ KT0155* NAD 83(1986)- 39 31 27. (N) 122 14 14. (W) SCALED KT0155* NAVD 88 - 45.42 (+/-2cm) 149.0 (feet) VERTCON KT0155 ___________________________________________________________________ KT0155 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0155 KT0155 VERT ORDER - FIRST CLASS II (See Below) KT0155 KT0155.The horizontal coordinates were scaled from a topographic map and have KT0155.an estimated accuracy of +/- 6 seconds. KT0155 KT0155.The NAVD 88 height was computed by applying the VERTCON shift value to KT0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0155.The vertical order pertains to the NGVD 29 superseded value. KT0155 KT0155.The geoid height was determined by GEOID03. KT0155 KT0155; North East Units Estimated Accuracy KT0155;SPC CA 2 - 706,220. 1,979,600. MT (+/- 180 meters Scaled) KT0155 KT0155 SUPERSEDED SURVEY CONTROL KT0155 KT0155 NGVD 29 (??/??/92) 44.671 (m) 146.56 (f) ADJ UNCH 1 2 KT0155 KT0155.Superseded values are not recommended for survey control. KT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0155.See file dsdata.txt to determine how the superseded data were derived. KT0155 KT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ655752(NAD 83) KT0155_MARKER: DB = BENCH MARK DISK KT0155_SETTING: 30 = CULVERT KT0155_STAMPING: Q 1078 1967 KT0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0155 KT0155 HISTORY - Date Condition Report By KT0155 HISTORY - 1967 MONUMENTED CGS KT0155 KT0155 STATION DESCRIPTION KT0155 KT0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0155'1.2 MI W FROM WILLOWS. KT0155'1.15 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0155'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, IN THE TOP AND 0.8 FOOT KT0155'EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE KT0155'36-INCH PIPE CULVERTS, 22 FEET NORTH OF THE CENTER LINE OF THE KT0155'ROAD, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1923 *********************************************************************** KS1923 DESIGNATION - Q 1430 KS1923 PID - KS1923 KS1923 STATE/COUNTY- CA/BUTTE KS1923 USGS QUAD - NORD (1969) KS1923 KS1923 *CURRENT SURVEY CONTROL KS1923 ___________________________________________________________________ KS1923* NAD 83(1986)- 39 49 14. (N) 121 55 25. (W) SCALED KS1923* NAVD 88 - 55.606 (meters) 182.43 (feet) ADJUSTED KS1923 ___________________________________________________________________ KS1923 GEOID HEIGHT- -27.53 (meters) GEOID03 KS1923 DYNAMIC HT - 55.578 (meters) 182.34 (feet) COMP KS1923 MODELED GRAV- 980,125.2 (mgal) NAVD 88 KS1923 KS1923 VERT ORDER - FIRST CLASS II KS1923 KS1923.The horizontal coordinates were scaled from a topographic map and have KS1923.an estimated accuracy of +/- 6 seconds. KS1923 KS1923.The orthometric height was determined by differential leveling KS1923.and adjusted by the National Geodetic Survey in June 1991. KS1923 KS1923.The geoid height was determined by GEOID03. KS1923 KS1923.The dynamic height is computed by dividing the NAVD 88 KS1923.geopotential number by the normal gravity value computed on the KS1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1923.degrees latitude (g = 980.6199 gals.). KS1923 KS1923.The modeled gravity was interpolated from observed gravity values. KS1923 KS1923; North East Units Estimated Accuracy KS1923;SPC CA 2 - 739,110. 2,006,540. MT (+/- 180 meters Scaled) KS1923 KS1923 SUPERSEDED SURVEY CONTROL KS1923 KS1923.No superseded survey control is available for this station. KS1923 KS1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK921083(NAD 83) KS1923_MARKER: I = METAL ROD KS1923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KS1923+WITH SETTING: INFORMATION. KS1923_STAMPING: Q 1430 1988 KS1923_MARK LOGO: NGS KS1923_MAGNETIC: I = MARKER IS A STEEL ROD KS1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1923+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1923 KS1923 HISTORY - Date Condition Report By KS1923 HISTORY - 1988 MONUMENTED NGS KS1923 HISTORY - 20040323 GOOD CADT KS1923 KS1923 STATION DESCRIPTION KS1923 KS1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1923'11.7 KM (7.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1923'JUNCTION OF 1ST AVENUE IN CHICO, A METAL ROD DRIVEN 1.2 METERS KS1923'AND FLUSH WITH THE GROUND, 88.5 M (290.4 FT) SOUTHEAST OF THE KS1923'EXTENDED CENTER OF MERIDIAN ROAD, 16,0 M (53.1 FT) SOUTHWEST OF THE KS1923'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) SOUTHEAST OF A UTILITY KS1923'POLE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND LEVEL WITH THE KS1923'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1923'CAP. KS1923 KS1923 STATION RECOVERY (2004) KS1923 KS1923'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9376 *********************************************************************** AH9376 DESIGNATION - Q 1472 AH9376 PID - AH9376 AH9376 STATE/COUNTY- CA/BUTTE AH9376 USGS QUAD - BIGGS (1970) AH9376 AH9376 *CURRENT SURVEY CONTROL AH9376 ___________________________________________________________________ AH9376* NAD 83(1986)- 39 25 22. (N) 121 41 16. (W) SCALED AH9376* NAVD 88 - 32.784 (meters) 107.56 (feet) ADJUSTED AH9376 ___________________________________________________________________ AH9376 GEOID HEIGHT- -28.25 (meters) GEOID03 AH9376 DYNAMIC HT - 32.766 (meters) 107.50 (feet) COMP AH9376 MODELED GRAV- 980,081.6 (mgal) NAVD 88 AH9376 AH9376 VERT ORDER - FIRST CLASS II AH9376 AH9376.The horizontal coordinates were scaled from a topographic map and have AH9376.an estimated accuracy of +/- 6 seconds. AH9376 AH9376.The orthometric height was determined by differential leveling AH9376.and adjusted by the National Geodetic Survey in July 2002. AH9376.No vertical observational check was made to the station. AH9376 AH9376.The geoid height was determined by GEOID03. AH9376 AH9376.The dynamic height is computed by dividing the NAVD 88 AH9376.geopotential number by the normal gravity value computed on the AH9376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9376.degrees latitude (g = 980.6199 gals.). AH9376 AH9376.The modeled gravity was interpolated from observed gravity values. AH9376 AH9376; North East Units Estimated Accuracy AH9376;SPC CA 2 - 694,990. 2,026,880. MT (+/- 180 meters Scaled) AH9376 AH9376 SUPERSEDED SURVEY CONTROL AH9376 AH9376.No superseded survey control is available for this station. AH9376 AH9376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ129645(NAD 83) AH9376_MARKER: DV = VERTICAL CONTROL DISK AH9376_SETTING: 38 = BRIDGE ABUTMENT AH9376_STAMPING: Q 1472 1999 AH9376_MARK LOGO: NGS AH9376_MAGNETIC: N = NO MAGNETIC MATERIAL AH9376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH9376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH9376+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 AH9376 AH9376 HISTORY - Date Condition Report By AH9376 HISTORY - 1999 MONUMENTED NGS AH9376 HISTORY - 20040323 GOOD CADT AH9376 AH9376 STATION DESCRIPTION AH9376 AH9376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9376'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9376'BIGGS, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 99, IN AH9376'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF WEST CONCRETE AH9376'ABUTMENT RAIL OF A HIGHWAY BRIDGE SPANNING HAMILTON SLOUGH, 6.4 M AH9376'(21.0 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE AH9376'LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY. AH9376 AH9376 STATION RECOVERY (2004) AH9376 AH9376'RECOVERY NOTE BY CALTRANS 2004 (DWM) AH9376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1119 *********************************************************************** KS1119 DESIGNATION - Q 17 KS1119 PID - KS1119 KS1119 STATE/COUNTY- CA/BUTTE KS1119 USGS QUAD - CHICO (1978) KS1119 KS1119 *CURRENT SURVEY CONTROL KS1119 ___________________________________________________________________ KS1119* NAD 83(1986)- 39 43 41. (N) 121 50 20. (W) SCALED KS1119* NAVD 88 - 61.507 (meters) 201.79 (feet) ADJUSTED KS1119 ___________________________________________________________________ KS1119 GEOID HEIGHT- -27.43 (meters) GEOID03 KS1119 DYNAMIC HT - 61.476 (meters) 201.69 (feet) COMP KS1119 MODELED GRAV- 980,127.6 (mgal) NAVD 88 KS1119 KS1119 VERT ORDER - FIRST CLASS II KS1119 KS1119.The horizontal coordinates were scaled from a topographic map and have KS1119.an estimated accuracy of +/- 6 seconds. KS1119 KS1119.The orthometric height was determined by differential leveling KS1119.and adjusted by the National Geodetic Survey in June 1991. KS1119 KS1119.The geoid height was determined by GEOID03. KS1119 KS1119.The dynamic height is computed by dividing the NAVD 88 KS1119.geopotential number by the normal gravity value computed on the KS1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1119.degrees latitude (g = 980.6199 gals.). KS1119 KS1119.The modeled gravity was interpolated from observed gravity values. KS1119 KS1119; North East Units Estimated Accuracy KS1119;SPC CA 2 - 728,840. 2,013,810. MT (+/- 180 meters Scaled) KS1119 KS1119 SUPERSEDED SURVEY CONTROL KS1119 KS1119 NGVD 29 (??/??/??) 60.799 (m) 199.47 (f) ADJUSTED 1 2 KS1119 KS1119.Superseded values are not recommended for survey control. KS1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1119.See file dsdata.txt to determine how the superseded data were derived. KS1119 KS1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ995982(NAD 83) KS1119_MARKER: DB = BENCH MARK DISK KS1119_SETTING: 31 = BALUSTRADE KS1119_STAMPING: Q 17 1919 199.248 FEET KS1119_MARK LOGO: CGS KS1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1119+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1119 KS1119 HISTORY - Date Condition Report By KS1119 HISTORY - 1919 MONUMENTED CGS KS1119 HISTORY - 1948 GOOD NGS KS1119 HISTORY - 1986 GOOD USPSQD KS1119 HISTORY - 19880718 GOOD NGS KS1119 HISTORY - 19971011 GOOD USPSQD KS1119 HISTORY - 20040323 GOOD CADT KS1119 KS1119 STATION DESCRIPTION KS1119 KS1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1119'AT CHICO. KS1119'AT CHICO, BUTTE COUNTY, AT THE SOUTHEAST CORNER OF BROADWAY KS1119'AND FIFTH STREETS, AT THE POST OFFICE BUILDING, ON THE LEFT-HAND KS1119'SIDE OF THE MAIN ENTRANCE, IN THE HORIZONTAL LIMESTONE SURFACE KS1119'OF THE INCLINED BALUSTRADE, AND ABOUT 4 FEET HIGHER THAN THE KS1119'GROUND. KS1119 KS1119 STATION RECOVERY (1986) KS1119 KS1119'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1119'RECOVERED IN GOOD CONDITION. KS1119 KS1119 STATION RECOVERY (1988) KS1119 KS1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1119'RECOVERED IN GOOD CONDITION. KS1119 KS1119 STATION RECOVERY (1997) KS1119 KS1119'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1119'RECOVERED IN GOOD CONDITION. KS1119 KS1119 STATION RECOVERY (2004) KS1119 KS1119'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1119'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0186 *********************************************************************** KT0186 DESIGNATION - Q 199 KT0186 PID - KT0186 KT0186 STATE/COUNTY- CA/GLENN KT0186 USGS QUAD - ORLAND (1978) KT0186 KT0186 *CURRENT SURVEY CONTROL KT0186 ___________________________________________________________________ KT0186* NAD 83(1986)- 39 44 28. (N) 122 11 47. (W) SCALED KT0186* NAVD 88 - 77.06 (+/-2cm) 252.8 (feet) VERTCON KT0186 ___________________________________________________________________ KT0186 GEOID HEIGHT- -28.53 (meters) GEOID03 KT0186 KT0186 VERT ORDER - FIRST CLASS II (See Below) KT0186 KT0186.The horizontal coordinates were scaled from a topographic map and have KT0186.an estimated accuracy of +/- 6 seconds. KT0186 KT0186.The NAVD 88 height was computed by applying the VERTCON shift value to KT0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0186.The vertical order pertains to the NGVD 29 superseded value. KT0186 KT0186.The geoid height was determined by GEOID03. KT0186 KT0186; North East Units Estimated Accuracy KT0186;SPC CA 2 - 730,300. 1,983,170. MT (+/- 180 meters Scaled) KT0186 KT0186 SUPERSEDED SURVEY CONTROL KT0186 KT0186 NGVD 29 (??/??/92) 76.313 (m) 250.37 (f) ADJ UNCH 1 2 KT0186 KT0186.Superseded values are not recommended for survey control. KT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0186.See file dsdata.txt to determine how the superseded data were derived. KT0186 KT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ688993(NAD 83) KT0186_MARKER: DB = BENCH MARK DISK KT0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0186_STAMPING: Q 199 1935 KT0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0186+STABILITY: SURFACE MOTION KT0186 KT0186 HISTORY - Date Condition Report By KT0186 HISTORY - 1935 MONUMENTED CGS KT0186 HISTORY - 1949 GOOD NGS KT0186 KT0186 STATION DESCRIPTION KT0186 KT0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0186'0.2 MI S FROM ORLAND. KT0186'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0186'THE STATION AT ORLAND, 9 RAILS NORTH OF PAVED ROAD CROSSING KT0186'AE 165.0, 190 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE KT0186'RAILROAD STOCK YARDS, 26.4 FEET EAST OF THE EAST RAIL, 3 KT0186'FEET WEST OF TELEGRAPH POLE 51B, 1.6 FEET NORTH OF A WITNESS KT0186'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP KT0186'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0544 *********************************************************************** KT0544 DESIGNATION - Q 216 KT0544 PID - KT0544 KT0544 STATE/COUNTY- CA/GLENN KT0544 USGS QUAD - STONYFORD (1994) KT0544 KT0544 *CURRENT SURVEY CONTROL KT0544 ___________________________________________________________________ KT0544* NAD 83(1986)- 39 24 11. (N) 122 33 06. (W) SCALED KT0544* NAVD 88 - 339.14 (+/-2cm) 1112.7 (feet) VERTCON KT0544 ___________________________________________________________________ KT0544 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0544 KT0544 VERT ORDER - SECOND CLASS 0 (See Below) KT0544 KT0544.The horizontal coordinates were scaled from a topographic map and have KT0544.an estimated accuracy of +/- 6 seconds. KT0544 KT0544.The NAVD 88 height was computed by applying the VERTCON shift value to KT0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0544.The vertical order pertains to the NGVD 29 superseded value. KT0544 KT0544.The geoid height was determined by GEOID03. KT0544 KT0544; North East Units Estimated Accuracy KT0544;SPC CA 2 - 692,900. 1,952,490. MT (+/- 180 meters Scaled) KT0544 KT0544 SUPERSEDED SURVEY CONTROL KT0544 KT0544 NGVD 29 (??/??/92) 338.313 (m) 1109.95 (f) ADJ UNCH 2 0 KT0544 KT0544.Superseded values are not recommended for survey control. KT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0544.See file dsdata.txt to determine how the superseded data were derived. KT0544 KT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ386616(NAD 83) KT0544_MARKER: DB = BENCH MARK DISK KT0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0544_STAMPING: Q 216 1935 KT0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0544+STABILITY: SURFACE MOTION KT0544 KT0544 HISTORY - Date Condition Report By KT0544 HISTORY - 1935 MONUMENTED CGS KT0544 KT0544 STATION DESCRIPTION KT0544 KT0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0544'2 MI N FROM STONYFORD. KT0544'IN GLENN COUNTY, 2.0 MILES NORTH ALONG THE ELK CREEK ROAD KT0544'FROM THE POST OFFICE AT STONYFORD, COLUSA COUNTY, 54 FEET NORTH KT0544'AND 19 FEET EAST OF THE EAST END OF A 16-INCH PIPE CULVERT, KT0544'28 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET KT0544'WEST OF THE FENCE. A STANDARD DISK, STAMPED Q 216 1935 AND KT0544'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0170 *********************************************************************** KT0170 DESIGNATION - Q 226 KT0170 PID - KT0170 KT0170 STATE/COUNTY- CA/GLENN KT0170 USGS QUAD - GLENN (1969) KT0170 KT0170 *CURRENT SURVEY CONTROL KT0170 ___________________________________________________________________ KT0170* NAD 83(1986)- 39 31 26. (N) 122 07 12. (W) SCALED KT0170* NAVD 88 - 36.00 (+/-2cm) 118.1 (feet) VERTCON KT0170 ___________________________________________________________________ KT0170 GEOID HEIGHT- -28.71 (meters) GEOID03 KT0170 KT0170 VERT ORDER - FIRST CLASS II (See Below) KT0170 KT0170.The horizontal coordinates were scaled from a topographic map and have KT0170.an estimated accuracy of +/- 6 seconds. KT0170 KT0170.The NAVD 88 height was computed by applying the VERTCON shift value to KT0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0170.The vertical order pertains to the NGVD 29 superseded value. KT0170 KT0170.The geoid height was determined by GEOID03. KT0170 KT0170; North East Units Estimated Accuracy KT0170;SPC CA 2 - 706,170. 1,989,680. MT (+/- 180 meters Scaled) KT0170 KT0170 SUPERSEDED SURVEY CONTROL KT0170 KT0170 NGVD 29 (??/??/92) 35.262 (m) 115.69 (f) ADJ UNCH 1 2 KT0170 KT0170.Superseded values are not recommended for survey control. KT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0170.See file dsdata.txt to determine how the superseded data were derived. KT0170 KT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ756752(NAD 83) KT0170_MARKER: DB = BENCH MARK DISK KT0170_SETTING: 36 = BRIDGE KT0170_STAMPING: Q 226 1935 KT0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0170 KT0170 HISTORY - Date Condition Report By KT0170 HISTORY - 1935 MONUMENTED CGS KT0170 HISTORY - 1949 GOOD NGS KT0170 KT0170 STATION DESCRIPTION KT0170 KT0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0170'4.7 MI E FROM WILLOWS. KT0170'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE KT0170'AT WILLOWS, THENCE 4.4 MILES EAST ALONG STATE HIGHWAY 45, AT KT0170'CONCRETE HIGHWAY BRIDGE 11-12, IN THE TOP OF THE NORTH CURB, KT0170'8.0 FEET EAST OF THE WEST END, 13.0 FEET NORTH OF THE CENTER KT0170'LINE OF THE HIGHWAY, AND 0.8 FOOT HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0171 *********************************************************************** KT0171 DESIGNATION - Q 226 RESET 1973 KT0171 PID - KT0171 KT0171 STATE/COUNTY- CA/GLENN KT0171 USGS QUAD - GLENN (1969) KT0171 KT0171 *CURRENT SURVEY CONTROL KT0171 ___________________________________________________________________ KT0171* NAD 83(1986)- 39 31 26. (N) 122 07 12. (W) SCALED KT0171* NAVD 88 - 36.70 (+/-2cm) 120.4 (feet) VERTCON KT0171 ___________________________________________________________________ KT0171 GEOID HEIGHT- -28.71 (meters) GEOID03 KT0171 KT0171 VERT ORDER - THIRD (See Below) KT0171 KT0171.The horizontal coordinates were scaled from a topographic map and have KT0171.an estimated accuracy of +/- 6 seconds. KT0171 KT0171.The NAVD 88 height was computed by applying the VERTCON shift value to KT0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0171.The vertical order pertains to the NGVD 29 superseded value. KT0171 KT0171.The geoid height was determined by GEOID03. KT0171 KT0171; North East Units Estimated Accuracy KT0171;SPC CA 2 - 706,170. 1,989,680. MT (+/- 180 meters Scaled) KT0171 KT0171 SUPERSEDED SURVEY CONTROL KT0171 KT0171 NGVD 29 (??/??/??) 35.96 (m) 118.0 (f) RESET 3 KT0171 KT0171.Superseded values are not recommended for survey control. KT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0171.See file dsdata.txt to determine how the superseded data were derived. KT0171 KT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ756752(NAD 83) KT0171_MARKER: DB = BENCH MARK DISK KT0171_SETTING: 36 = BRIDGE KT0171_STAMPING: Q 226 1935 KT0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0171 KT0171 HISTORY - Date Condition Report By KT0171 HISTORY - 1935 MONUMENTED CADH KT0171 KT0171 STATION DESCRIPTION KT0171 KT0171'DESCRIBED BY CA DIV OF HIGHWAYS 1935 KT0171'4.7 MI E FROM WILLOWS. KT0171'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE KT0171'AT WILLOWS, THENCE 4.4 MILES EAST ALONG STATE HIGHWAY 45, KT0171'AT CONCRETE HIGHWAY BRIDGE 11-12, IN THE TOP OF THE NORTH KT0171'CURB, 8.0 FEET EAST OF THE WEST END, 13.0 FEET NORTH OF THE KT0171'CENTER LINE OF THE HIGHWAY, AND 0.8 FOOT HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0101 *********************************************************************** KT0101 DESIGNATION - Q 276 KT0101 PID - KT0101 KT0101 STATE/COUNTY- CA/GLENN KT0101 USGS QUAD - SEHORN CREEK (1973) KT0101 KT0101 *CURRENT SURVEY CONTROL KT0101 ___________________________________________________________________ KT0101* NAD 83(1986)- 39 45 12. (N) 122 23 16. (W) SCALED KT0101* NAVD 88 - 147.82 (+/-2cm) 485.0 (feet) VERTCON KT0101 ___________________________________________________________________ KT0101 GEOID HEIGHT- -29.00 (meters) GEOID03 KT0101 KT0101 VERT ORDER - SECOND CLASS 0 (See Below) KT0101 KT0101.The horizontal coordinates were scaled from a topographic map and have KT0101.an estimated accuracy of +/- 6 seconds. KT0101 KT0101.The NAVD 88 height was computed by applying the VERTCON shift value to KT0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0101.The vertical order pertains to the NGVD 29 superseded value. KT0101 KT0101.The geoid height was determined by GEOID03. KT0101 KT0101; North East Units Estimated Accuracy KT0101;SPC CA 2 - 731,710. 1,966,770. MT (+/- 180 meters Scaled) KT0101 KT0101 SUPERSEDED SURVEY CONTROL KT0101 KT0101 NGVD 29 (??/??/92) 147.016 (m) 482.33 (f) ADJ UNCH 2 0 KT0101 KT0101.Superseded values are not recommended for survey control. KT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0101.See file dsdata.txt to determine how the superseded data were derived. KT0101 KT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK524005(NAD 83) KT0101_MARKER: DB = BENCH MARK DISK KT0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0101_STAMPING: Q 276 1935 KT0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0101+STABILITY: SURFACE MOTION KT0101 KT0101 HISTORY - Date Condition Report By KT0101 HISTORY - 1935 MONUMENTED CGS KT0101 HISTORY - 1966 GOOD NGS KT0101 KT0101 STATION DESCRIPTION KT0101 KT0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0101'15.7 MI NE FROM ELK CREEK. KT0101'5.9 MI. NW ALONG THE NEWVILLE RD. FROM SOUTHERN PACIFIC CO. R.R. KT0101'STA. IN ORLAND, THENCE 3.1 MI. W AND SW ALONG ROAD 200, THENCE KT0101'4.9 MI. SW ALONG GRAVEL RD. TO BRIDGE OVER STONY CREEK, THENCE KT0101'2.5 MI. N. ALONG GRAVEL RD. TO RD FK., 360 FT. NE OF RD. FK., KT0101'28 FT. NW OF CENTERLINE OF RD., UNDER LARGE OAK TREES AND NEAR KT0101'A WITNESS SIGN ON A STEEL POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1145 *********************************************************************** KS1145 DESIGNATION - Q 380 KS1145 PID - KS1145 KS1145 STATE/COUNTY- CA/BUTTE KS1145 USGS QUAD - SHIPPEE (1969) KS1145 KS1145 *CURRENT SURVEY CONTROL KS1145 ___________________________________________________________________ KS1145* NAD 83(1986)- 39 30 17. (N) 121 44 49. (W) SCALED KS1145* NAVD 88 - 32.692 (meters) 107.26 (feet) ADJUSTED KS1145 ___________________________________________________________________ KS1145 GEOID HEIGHT- -27.97 (meters) GEOID03 KS1145 DYNAMIC HT - 32.675 (meters) 107.20 (feet) COMP KS1145 MODELED GRAV- 980,109.2 (mgal) NAVD 88 KS1145 KS1145 VERT ORDER - FIRST CLASS II KS1145 KS1145.The horizontal coordinates were scaled from a topographic map and have KS1145.an estimated accuracy of +/- 6 seconds. KS1145 KS1145.The orthometric height was determined by differential leveling KS1145.and adjusted by the National Geodetic Survey in June 1991. KS1145 KS1145.The geoid height was determined by GEOID03. KS1145 KS1145.The dynamic height is computed by dividing the NAVD 88 KS1145.geopotential number by the normal gravity value computed on the KS1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1145.degrees latitude (g = 980.6199 gals.). KS1145 KS1145.The modeled gravity was interpolated from observed gravity values. KS1145 KS1145; North East Units Estimated Accuracy KS1145;SPC CA 2 - 704,070. 2,021,760. MT (+/- 180 meters Scaled) KS1145 KS1145 SUPERSEDED SURVEY CONTROL KS1145 KS1145 NGVD 29 (??/??/??) 31.985 (m) 104.94 (f) ADJUSTED 1 2 KS1145 KS1145.Superseded values are not recommended for survey control. KS1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1145.See file dsdata.txt to determine how the superseded data were derived. KS1145 KS1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ077735(NAD 83) KS1145_MARKER: DB = BENCH MARK DISK KS1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1145_STAMPING: Q 380 1949 KS1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1145+STABILITY: SURFACE MOTION KS1145 KS1145 HISTORY - Date Condition Report By KS1145 HISTORY - 1949 MONUMENTED CGS KS1145 HISTORY - 20040323 MARK NOT FOUND CADT KS1145 KS1145 STATION DESCRIPTION KS1145 KS1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1145'0.5 MI N FROM RICHVALE. KS1145'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS1145'STATION AT RICHVALE, IN LINE WITH A ROW OF TELEPHONE POLES, KS1145'8 RAILS NORTH OF CULVERT, 167.96, 87 FEET WEST OF MILEPOST 168, KS1145'43 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 34.4 FEET KS1145'WEST OF THE WEST RAIL, 31 FEET NORTHEAST OF A ONE WILLOW TREE, KS1145'6 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 4 FEET LOWER THAN KS1145'THE TRACK, 2.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP KS1145'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KS1145 KS1145 STATION RECOVERY (2004) KS1145 KS1145'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1145'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1124 *********************************************************************** KS1124 DESIGNATION - Q 848 KS1124 PID - KS1124 KS1124 STATE/COUNTY- CA/BUTTE KS1124 USGS QUAD - CHICO (1978) KS1124 KS1124 *CURRENT SURVEY CONTROL KS1124 ___________________________________________________________________ KS1124* NAD 83(1986)- 39 42 39. (N) 121 49 56. (W) SCALED KS1124* NAVD 88 - 58.535 (meters) 192.04 (feet) ADJUSTED KS1124 ___________________________________________________________________ KS1124 GEOID HEIGHT- -27.45 (meters) GEOID03 KS1124 DYNAMIC HT - 58.506 (meters) 191.95 (feet) COMP KS1124 MODELED GRAV- 980,128.4 (mgal) NAVD 88 KS1124 KS1124 VERT ORDER - FIRST CLASS II KS1124 KS1124.The horizontal coordinates were scaled from a topographic map and have KS1124.an estimated accuracy of +/- 6 seconds. KS1124 KS1124.The orthometric height was determined by differential leveling KS1124.and adjusted by the National Geodetic Survey in June 1991. KS1124 KS1124.The geoid height was determined by GEOID03. KS1124 KS1124.The dynamic height is computed by dividing the NAVD 88 KS1124.geopotential number by the normal gravity value computed on the KS1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1124.degrees latitude (g = 980.6199 gals.). KS1124 KS1124.The modeled gravity was interpolated from observed gravity values. KS1124 KS1124; North East Units Estimated Accuracy KS1124;SPC CA 2 - 726,930. 2,014,390. MT (+/- 180 meters Scaled) KS1124 KS1124 SUPERSEDED SURVEY CONTROL KS1124 KS1124 NGVD 29 (??/??/??) 57.826 (m) 189.72 (f) ADJUSTED 1 2 KS1124 KS1124.Superseded values are not recommended for survey control. KS1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1124.See file dsdata.txt to determine how the superseded data were derived. KS1124 KS1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ001963(NAD 83) KS1124_MARKER: DB = BENCH MARK DISK KS1124_SETTING: 30 = CULVERT KS1124_STAMPING: Q 848 1948 KS1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1124 KS1124 HISTORY - Date Condition Report By KS1124 HISTORY - 1948 MONUMENTED CGS KS1124 HISTORY - 1986 GOOD USPSQD KS1124 HISTORY - 19880718 MARK NOT FOUND NGS KS1124 KS1124 STATION DESCRIPTION KS1124 KS1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1124'1.1 MI SE FROM CHICO. KS1124'ABOUT 1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD KS1124'FROM THE STATION AT CHICO, ABOUT 9 RAILS NORTHWEST OF MILEPOST KS1124'NO. 183, NEAR THE DIAMOND MATCH COMPANY WAREHOUSE, 7.5 FEET KS1124'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, SET ON TOP KS1124'AND AT THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE KS1124'LARGE RAILROAD CULVERT NO. 183.07, ABOUT 1 FOOT BELOW THE TRACKS. KS1124 KS1124 STATION RECOVERY (1986) KS1124 KS1124'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLB) KS1124'RECOVERED IN GOOD CONDITION. KS1124 KS1124 STATION RECOVERY (1988) KS1124 KS1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1124'THE MARK MAY STILL BE IN PLACE UNDER A RAILROAD TIE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0514 *********************************************************************** KT0514 DESIGNATION - Q 851 KT0514 PID - KT0514 KT0514 STATE/COUNTY- CA/GLENN KT0514 USGS QUAD - LOGANDALE (1973) KT0514 KT0514 *CURRENT SURVEY CONTROL KT0514 ___________________________________________________________________ KT0514* NAD 83(1986)- 39 29 50. (N) 122 14 55. (W) SCALED KT0514* NAVD 88 - 46.60 (+/-2cm) 152.9 (feet) VERTCON KT0514 ___________________________________________________________________ KT0514 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0514 KT0514 VERT ORDER - FIRST CLASS II (See Below) KT0514 KT0514.The horizontal coordinates were scaled from a topographic map and have KT0514.an estimated accuracy of +/- 6 seconds. KT0514 KT0514.The NAVD 88 height was computed by applying the VERTCON shift value to KT0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0514.The vertical order pertains to the NGVD 29 superseded value. KT0514 KT0514.The geoid height was determined by GEOID03. KT0514 KT0514; North East Units Estimated Accuracy KT0514;SPC CA 2 - 703,230. 1,978,620. MT (+/- 180 meters Scaled) KT0514 KT0514 SUPERSEDED SURVEY CONTROL KT0514 KT0514 NGVD 29 (??/??/92) 45.851 (m) 150.43 (f) ADJ UNCH 1 2 KT0514 KT0514.Superseded values are not recommended for survey control. KT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0514.See file dsdata.txt to determine how the superseded data were derived. KT0514 KT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ646722(NAD 83) KT0514_MARKER: DB = BENCH MARK DISK KT0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0514_STAMPING: Q 851 1949 KT0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0514+STABILITY: SURFACE MOTION KT0514 KT0514 HISTORY - Date Condition Report By KT0514 HISTORY - 1949 MONUMENTED CGS KT0514 KT0514 STATION DESCRIPTION KT0514 KT0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0514'4.5 MI W FROM WILLOWS. KT0514'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0514'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0514'1.8 MILES SOUTH ALONG COUNTY ROAD D, ABOUT 0.2 MILE NORTH KT0514'OF A T ROAD INTERSECTION, ABOUT 0.1 MILE SOUTH OF A SMALL RANCH KT0514'HOUSE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET KT0514'NORTH OF A POWER POLE, 1.8 FEET WEST OF A FENCE LINE, AND KT0514'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE KT0514'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0897 *********************************************************************** KS0897 DESIGNATION - Q 853 KS0897 PID - KS0897 KS0897 STATE/COUNTY- CA/BUTTE KS0897 USGS QUAD - BIGGS (1970) KS0897 KS0897 *CURRENT SURVEY CONTROL KS0897 ___________________________________________________________________ KS0897* NAD 83(1986)- 39 22 40. (N) 121 41 59. (W) SCALED KS0897* NAVD 88 - 28.640 (meters) 93.96 (feet) ADJUSTED KS0897 ___________________________________________________________________ KS0897 GEOID HEIGHT- -28.45 (meters) GEOID03 KS0897 DYNAMIC HT - 28.624 (meters) 93.91 (feet) COMP KS0897 MODELED GRAV- 980,077.1 (mgal) NAVD 88 KS0897 KS0897 VERT ORDER - FIRST CLASS II KS0897 KS0897.The horizontal coordinates were scaled from a topographic map and have KS0897.an estimated accuracy of +/- 6 seconds. KS0897 KS0897.The orthometric height was determined by differential leveling KS0897.and adjusted by the National Geodetic Survey in June 1991. KS0897 KS0897.The geoid height was determined by GEOID03. KS0897 KS0897.The dynamic height is computed by dividing the NAVD 88 KS0897.geopotential number by the normal gravity value computed on the KS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0897.degrees latitude (g = 980.6199 gals.). KS0897 KS0897.The modeled gravity was interpolated from observed gravity values. KS0897 KS0897; North East Units Estimated Accuracy KS0897;SPC CA 2 - 689,990. 2,025,870. MT (+/- 180 meters Scaled) KS0897 KS0897 SUPERSEDED SURVEY CONTROL KS0897 KS0897 NGVD 29 (??/??/??) 27.939 (m) 91.66 (f) ADJUSTED 1 2 KS0897 KS0897.Superseded values are not recommended for survey control. KS0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0897.See file dsdata.txt to determine how the superseded data were derived. KS0897 KS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ119595(NAD 83) KS0897_MARKER: DB = BENCH MARK DISK KS0897_SETTING: 30 = CANAL KS0897_STAMPING: Q 853 1949 KS0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0897+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS0897 KS0897 HISTORY - Date Condition Report By KS0897 HISTORY - 1949 MONUMENTED CGS KS0897 HISTORY - 20040323 GOOD CADT KS0897 KS0897 STATION DESCRIPTION KS0897 KS0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0897'1 MI NW FROM GRIDLEY. KS0897'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0897'THE STATION AT GRIDLEY, 2.7 MILES SOUTHEAST OF BIGGS, 95 FEET KS0897'SOUTHEAST OF THE FIRST POLE SOUTHEAST OF MILEPOST 159, 65 FEET KS0897'NORTHEAST OF SEMAPHORE D 1589, 54 FEET NORTHEAST OF THE NORTHEAST KS0897'RAIL, 4.9 FEET NORTHEAST OF A CORNER FENCE POST, IN THE SOUTHWEST KS0897'END OF THE WEST CONCRETE HEAD WALL OF AN IRRIGATION CANAL. KS0897 KS0897 STATION RECOVERY (2004) KS0897 KS0897'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0897'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0807 *********************************************************************** KT0807 DESIGNATION - R 1066 KT0807 PID - KT0807 KT0807 STATE/COUNTY- CA/GLENN KT0807 USGS QUAD - CHROME (1968) KT0807 KT0807 *CURRENT SURVEY CONTROL KT0807 ___________________________________________________________________ KT0807* NAD 83(1986)- 39 40 43. (N) 122 31 48. (W) SCALED KT0807* NAVD 88 - 198.18 (+/-2cm) 650.2 (feet) VERTCON KT0807 ___________________________________________________________________ KT0807 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0807 KT0807 VERT ORDER - FIRST CLASS II (See Below) KT0807 KT0807.The horizontal coordinates were scaled from a topographic map and have KT0807.an estimated accuracy of +/- 6 seconds. KT0807 KT0807.The NAVD 88 height was computed by applying the VERTCON shift value to KT0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0807.The vertical order pertains to the NGVD 29 superseded value. KT0807 KT0807.The geoid height was determined by GEOID03. KT0807 KT0807; North East Units Estimated Accuracy KT0807;SPC CA 2 - 723,480. 1,954,530. MT (+/- 180 meters Scaled) KT0807 KT0807 SUPERSEDED SURVEY CONTROL KT0807 KT0807 NGVD 29 (??/??/92) 197.337 (m) 647.43 (f) ADJ UNCH 1 2 KT0807 KT0807.Superseded values are not recommended for survey control. KT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0807.See file dsdata.txt to determine how the superseded data were derived. KT0807 KT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ403921(NAD 83) KT0807_MARKER: DB = BENCH MARK DISK KT0807_SETTING: 36 = BRIDGE KT0807_STAMPING: R 1066 1966 KT0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0807 KT0807 HISTORY - Date Condition Report By KT0807 HISTORY - 1966 MONUMENTED CGS KT0807 KT0807 STATION DESCRIPTION KT0807 KT0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0807'5.8 MI N FROM ELK CREEK. KT0807'5.8 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0807'AT ELK CREEK, 0.1 MILE SOUTHEAST OF THE JUNCTION OF COUNTY KT0807'ROAD 305, IN THE TOP AND 1.4 FEET NORTHWEST OF THE SOUTHEAST KT0807'END OF THE SOUTHWEST CONCRETE CURB OF A CONCRETE BRIDGE OVER KT0807'GRINDSTONE CREEK, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE KT0807'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0813 *********************************************************************** KT0813 DESIGNATION - R 1067 KT0813 PID - KT0813 KT0813 STATE/COUNTY- CA/GLENN KT0813 USGS QUAD - CHROME (1968) KT0813 KT0813 *CURRENT SURVEY CONTROL KT0813 ___________________________________________________________________ KT0813* NAD 83(1986)- 39 42 38. (N) 122 33 00. (W) SCALED KT0813* NAVD 88 - 254.82 (+/-2cm) 836.0 (feet) VERTCON KT0813 ___________________________________________________________________ KT0813 GEOID HEIGHT- -28.90 (meters) GEOID03 KT0813 KT0813 VERT ORDER - FIRST CLASS II (See Below) KT0813 KT0813.The horizontal coordinates were scaled from a topographic map and have KT0813.an estimated accuracy of +/- 6 seconds. KT0813 KT0813.The NAVD 88 height was computed by applying the VERTCON shift value to KT0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0813.The vertical order pertains to the NGVD 29 superseded value. KT0813 KT0813.The geoid height was determined by GEOID03. KT0813 KT0813; North East Units Estimated Accuracy KT0813;SPC CA 2 - 727,030. 1,952,840. MT (+/- 180 meters Scaled) KT0813 KT0813 SUPERSEDED SURVEY CONTROL KT0813 KT0813 NGVD 29 (??/??/92) 253.973 (m) 833.24 (f) ADJ UNCH 1 2 KT0813 KT0813.Superseded values are not recommended for survey control. KT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0813.See file dsdata.txt to determine how the superseded data were derived. KT0813 KT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ385957(NAD 83) KT0813_MARKER: DB = BENCH MARK DISK KT0813_SETTING: 36 = BRIDGE KT0813_STAMPING: R 1067 1966 KT0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0813 KT0813 HISTORY - Date Condition Report By KT0813 HISTORY - 1966 MONUMENTED CGS KT0813 KT0813 STATION DESCRIPTION KT0813 KT0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0813'8.4 MI N FROM ELK CREEK. KT0813'8.45 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0813'AT ELK CREEK, IN THE TOP AND 1.5 FEET EAST OF THE WEST END OF KT0813'THE NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER WATSON KT0813'CREEK, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT KT0813'1 FOOT LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0111 *********************************************************************** KT0111 DESIGNATION - R 1078 KT0111 PID - KT0111 KT0111 STATE/COUNTY- CA/GLENN KT0111 USGS QUAD - STONE VALLEY (1969) KT0111 KT0111 *CURRENT SURVEY CONTROL KT0111 ___________________________________________________________________ KT0111* NAD 83(1986)- 39 31 26. (N) 122 15 50. (W) SCALED KT0111* NAVD 88 - 52.54 (+/-2cm) 172.4 (feet) VERTCON KT0111 ___________________________________________________________________ KT0111 GEOID HEIGHT- -29.09 (meters) GEOID03 KT0111 KT0111 VERT ORDER - FIRST CLASS II (See Below) KT0111 KT0111.The horizontal coordinates were scaled from a topographic map and have KT0111.an estimated accuracy of +/- 6 seconds. KT0111 KT0111.The NAVD 88 height was computed by applying the VERTCON shift value to KT0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0111.The vertical order pertains to the NGVD 29 superseded value. KT0111 KT0111.The geoid height was determined by GEOID03. KT0111 KT0111; North East Units Estimated Accuracy KT0111;SPC CA 2 - 706,200. 1,977,310. MT (+/- 180 meters Scaled) KT0111 KT0111 SUPERSEDED SURVEY CONTROL KT0111 KT0111 NGVD 29 (??/??/92) 51.783 (m) 169.89 (f) ADJ UNCH 1 2 KT0111 KT0111.Superseded values are not recommended for survey control. KT0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0111.See file dsdata.txt to determine how the superseded data were derived. KT0111 KT0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ632751(NAD 83) KT0111_MARKER: DB = BENCH MARK DISK KT0111_SETTING: 36 = FOUNDATION KT0111_STAMPING: R 1078 1967 KT0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0111 KT0111 HISTORY - Date Condition Report By KT0111 HISTORY - 1967 MONUMENTED CGS KT0111 KT0111 STATION DESCRIPTION KT0111 KT0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0111'2.6 MI W FROM WILLOWS. KT0111'2.55 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0111'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE CROSSING OF TWO KT0111'STEEL TOWER POWER TRANSMISSION LINES, IN THE TOP OF THE EAST SIDE KT0111'OF THE CONCRETE FOUNDATION FOR THE NORTHEAST STEEL LEG OF THE KT0111'WEST ONE OF TWO TOWERS, 145 FEET SOUTH OF THE CENTER LINE OF THE KT0111'ROAD, 0.6 FOOT EAST OF THE NORTHEAST STEEL LEG, ABOUT LEVEL KT0111'WITH THE ROAD AND 1 1/2 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1924 *********************************************************************** KS1924 DESIGNATION - R 1430 KS1924 PID - KS1924 KS1924 STATE/COUNTY- CA/BUTTE KS1924 USGS QUAD - NORD (1969) KS1924 KS1924 *CURRENT SURVEY CONTROL KS1924 ___________________________________________________________________ KS1924* NAD 83(1986)- 39 48 16. (N) 121 54 29. (W) SCALED KS1924* NAVD 88 - 54.902 (meters) 180.12 (feet) ADJUSTED KS1924 ___________________________________________________________________ KS1924 GEOID HEIGHT- -27.50 (meters) GEOID03 KS1924 DYNAMIC HT - 54.874 (meters) 180.03 (feet) COMP KS1924 MODELED GRAV- 980,125.9 (mgal) NAVD 88 KS1924 KS1924 VERT ORDER - FIRST CLASS II KS1924 KS1924.The horizontal coordinates were scaled from a topographic map and have KS1924.an estimated accuracy of +/- 6 seconds. KS1924 KS1924.The orthometric height was determined by differential leveling KS1924.and adjusted by the National Geodetic Survey in June 1991. KS1924 KS1924.The geoid height was determined by GEOID03. KS1924 KS1924.The dynamic height is computed by dividing the NAVD 88 KS1924.geopotential number by the normal gravity value computed on the KS1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1924.degrees latitude (g = 980.6199 gals.). KS1924 KS1924.The modeled gravity was interpolated from observed gravity values. KS1924 KS1924; North East Units Estimated Accuracy KS1924;SPC CA 2 - 737,320. 2,007,870. MT (+/- 180 meters Scaled) KS1924 KS1924 SUPERSEDED SURVEY CONTROL KS1924 KS1924.No superseded survey control is available for this station. KS1924 KS1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK934066(NAD 83) KS1924_MARKER: I = METAL ROD KS1924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1924_STAMPING: R 1430 1988 KS1924_MARK LOGO: NGS KS1924_PROJECTION: FLUSH KS1924_MAGNETIC: I = MARKER IS A STEEL ROD KS1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1924+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1924_ROD/PIPE-DEPTH: 3.7 meters KS1924 KS1924 HISTORY - Date Condition Report By KS1924 HISTORY - 1988 MONUMENTED NGS KS1924 HISTORY - 20040323 MARK NOT FOUND CADT KS1924 KS1924 STATION DESCRIPTION KS1924 KS1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1924'9.5 KM (5.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1924'JUNCTION OF 1ST AVENUE IN CHICO, 23.3 M (76.4 FT) NORTHEAST OF THE KS1924'EAST CORNER OF THE BUTTE COUNTY FIRE DEPARTMENT NORD STATION, 10.0 M KS1924'(32.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.5 M (31.2 FT) KS1924'SOUTHEAST OF THE CENTER OF A DRIVEWAY, AND LEVEL WITH THE HIGHWAY. KS1924'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1924 KS1924 STATION RECOVERY (2004) KS1924 KS1924'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1924'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 AH9375 *********************************************************************** AH9375 DESIGNATION - R 1472 AH9375 PID - AH9375 AH9375 STATE/COUNTY- CA/BUTTE AH9375 USGS QUAD - BIGGS (1970) AH9375 AH9375 *CURRENT SURVEY CONTROL AH9375 ___________________________________________________________________ AH9375* NAD 83(1986)- 39 24 53. (N) 121 41 17. (W) SCALED AH9375* NAVD 88 - 30.636 (meters) 100.51 (feet) ADJUSTED AH9375 ___________________________________________________________________ AH9375 GEOID HEIGHT- -28.28 (meters) GEOID03 AH9375 DYNAMIC HT - 30.619 (meters) 100.46 (feet) COMP AH9375 MODELED GRAV- 980,081.0 (mgal) NAVD 88 AH9375 AH9375 VERT ORDER - FIRST CLASS II AH9375 AH9375.The horizontal coordinates were scaled from a topographic map and have AH9375.an estimated accuracy of +/- 6 seconds. AH9375 AH9375.The orthometric height was determined by differential leveling AH9375.and adjusted by the National Geodetic Survey in July 2002. AH9375.No vertical observational check was made to the station. AH9375 AH9375.The geoid height was determined by GEOID03. AH9375 AH9375.The dynamic height is computed by dividing the NAVD 88 AH9375.geopotential number by the normal gravity value computed on the AH9375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH9375.degrees latitude (g = 980.6199 gals.). AH9375 AH9375.The modeled gravity was interpolated from observed gravity values. AH9375 AH9375; North East Units Estimated Accuracy AH9375;SPC CA 2 - 694,090. 2,026,860. MT (+/- 180 meters Scaled) AH9375 AH9375 SUPERSEDED SURVEY CONTROL AH9375 AH9375.No superseded survey control is available for this station. AH9375 AH9375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ129636(NAD 83) AH9375_MARKER: DV = VERTICAL CONTROL DISK AH9375_SETTING: 34 = CULVERT HEADWALL AH9375_STAMPING: R 1472 1999 AH9375_MARK LOGO: NGS AH9375_MAGNETIC: N = NO MAGNETIC MATERIAL AH9375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH9375+STABILITY: SURFACE MOTION AH9375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH9375+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 AH9375 AH9375 HISTORY - Date Condition Report By AH9375 HISTORY - 1999 MONUMENTED NGS AH9375 HISTORY - 20040323 GOOD CADT AH9375 AH9375 STATION DESCRIPTION AH9375 AH9375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS) AH9375'1.9 KM (1.20 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN AH9375'BIGGS, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE NORTH AH9375'CONCRETE HEADWALL OF A LARGE CULVERT UNDER BIGGS EAST HIGHWAY, 15.9 M AH9375'(52.2 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 99, 9.1 M (29.9 FT) AH9375'NORTH OF THE STREET CENTERLINE, 3.8 M (12.5 FT) SOUTHEAST OF A TRAFFIC AH9375'SIGNAL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE AH9375'MARK IS ON HIGHWAY RIGHT-OF-WAY. AH9375 AH9375 STATION RECOVERY (2004) AH9375 AH9375'RECOVERY NOTE BY CALTRANS 2004 (DWM) AH9375'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0184 *********************************************************************** KT0184 DESIGNATION - R 199 KT0184 PID - KT0184 KT0184 STATE/COUNTY- CA/GLENN KT0184 USGS QUAD - ORLAND (1978) KT0184 KT0184 *CURRENT SURVEY CONTROL KT0184 ___________________________________________________________________ KT0184* NAD 83(1986)- 39 42 39. (N) 122 11 43. (W) SCALED KT0184* NAVD 88 - 72.10 (+/-2cm) 236.5 (feet) VERTCON KT0184 ___________________________________________________________________ KT0184 GEOID HEIGHT- -28.56 (meters) GEOID03 KT0184 KT0184 VERT ORDER - FIRST CLASS II (See Below) KT0184 KT0184.The horizontal coordinates were scaled from a topographic map and have KT0184.an estimated accuracy of +/- 6 seconds. KT0184 KT0184.The NAVD 88 height was computed by applying the VERTCON shift value to KT0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0184.The vertical order pertains to the NGVD 29 superseded value. KT0184 KT0184.The geoid height was determined by GEOID03. KT0184 KT0184; North East Units Estimated Accuracy KT0184;SPC CA 2 - 726,940. 1,983,260. MT (+/- 180 meters Scaled) KT0184 KT0184 SUPERSEDED SURVEY CONTROL KT0184 KT0184 NGVD 29 (??/??/92) 71.348 (m) 234.08 (f) ADJ UNCH 1 2 KT0184 KT0184.Superseded values are not recommended for survey control. KT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0184.See file dsdata.txt to determine how the superseded data were derived. KT0184 KT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ689959(NAD 83) KT0184_MARKER: DB = BENCH MARK DISK KT0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0184_STAMPING: R 199 1935 KT0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0184+STABILITY: SURFACE MOTION KT0184 KT0184 HISTORY - Date Condition Report By KT0184 HISTORY - 1935 MONUMENTED CGS KT0184 HISTORY - 1949 GOOD NGS KT0184 KT0184 STATION DESCRIPTION KT0184 KT0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0184'2.3 MI S FROM ORLAND. KT0184'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0184'STATION AT ORLAND, AT MILE POST NO. 163, 200 FEET SOUTHWEST OF KT0184'GRADE CROSSING NO. AE 163.0, 41 FEET WEST OF THE CENTER LINE KT0184'OF THE TRACKS, 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF KT0184'A WHITE BARN, 10.3 FEET EAST OF A FENCE LINE, 4.6 FEET NORTH KT0184'OF MILE POST NO. 163, AND SET IN THE TOP OF A CONCRETE POST KT0184'PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0173 *********************************************************************** KT0173 DESIGNATION - R 226 KT0173 PID - KT0173 KT0173 STATE/COUNTY- CA/GLENN KT0173 USGS QUAD - GLENN (1969) KT0173 KT0173 *CURRENT SURVEY CONTROL KT0173 ___________________________________________________________________ KT0173* NAD 83(1986)- 39 31 17. (N) 122 05 08. (W) SCALED KT0173* NAVD 88 - 30.06 (+/-2cm) 98.6 (feet) VERTCON KT0173 ___________________________________________________________________ KT0173 GEOID HEIGHT- -28.61 (meters) GEOID03 KT0173 KT0173 VERT ORDER - FIRST CLASS II (See Below) KT0173 KT0173.The horizontal coordinates were scaled from a topographic map and have KT0173.an estimated accuracy of +/- 6 seconds. KT0173 KT0173.The NAVD 88 height was computed by applying the VERTCON shift value to KT0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0173.The vertical order pertains to the NGVD 29 superseded value. KT0173 KT0173.The geoid height was determined by GEOID03. KT0173 KT0173; North East Units Estimated Accuracy KT0173;SPC CA 2 - 705,890. 1,992,640. MT (+/- 180 meters Scaled) KT0173 KT0173 SUPERSEDED SURVEY CONTROL KT0173 KT0173 NGVD 29 (??/??/92) 29.326 (m) 96.21 (f) ADJ UNCH 1 2 KT0173 KT0173.Superseded values are not recommended for survey control. KT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0173.See file dsdata.txt to determine how the superseded data were derived. KT0173 KT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ786750(NAD 83) KT0173_MARKER: DB = BENCH MARK DISK KT0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0173_STAMPING: R 226 1935 KT0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0173+STABILITY: SURFACE MOTION KT0173 KT0173 HISTORY - Date Condition Report By KT0173 HISTORY - 1935 MONUMENTED CGS KT0173 HISTORY - 1949 GOOD NGS KT0173 KT0173 STATION DESCRIPTION KT0173 KT0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0173'3.7 MI W FROM GLENN. KT0173'3.7 MILES WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0173'SCHOOL AT GLENN, JUST WEST OF A POINT WHERE A SMALL IRRIGATION KT0173'CANAL TURNS FROM WEST TO SOUTH, 0.2 MILE EAST OF A JUNCTION OF KT0173'A COUNTY GRAVEL ROAD LEADING NORTH, 50.2 FEET SOUTH OF THE KT0173'CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF TELEPHONE KT0173'POLE 212, 5 1/2 FEET SOUTH OF A FENCE CORNER, 4.7 FEET SOUTH KT0173'OF AN EAST-WEST FENCE, 3.0 FEET WEST OF A NORTH-SOUTH FENCE, KT0173'1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN KT0173'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0173'0.7 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0102 *********************************************************************** KT0102 DESIGNATION - R 276 KT0102 PID - KT0102 KT0102 STATE/COUNTY- CA/GLENN KT0102 USGS QUAD - JULIAN ROCKS (1973) KT0102 KT0102 *CURRENT SURVEY CONTROL KT0102 ___________________________________________________________________ KT0102* NAD 83(1986)- 39 44 25. (N) 122 24 22. (W) SCALED KT0102* NAVD 88 - 155.09 (+/-2cm) 508.8 (feet) VERTCON KT0102 ___________________________________________________________________ KT0102 GEOID HEIGHT- -29.02 (meters) GEOID03 KT0102 KT0102 VERT ORDER - SECOND CLASS 0 (See Below) KT0102 KT0102.The horizontal coordinates were scaled from a topographic map and have KT0102.an estimated accuracy of +/- 6 seconds. KT0102 KT0102.The NAVD 88 height was computed by applying the VERTCON shift value to KT0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0102.The vertical order pertains to the NGVD 29 superseded value. KT0102 KT0102.The geoid height was determined by GEOID03. KT0102 KT0102; North East Units Estimated Accuracy KT0102;SPC CA 2 - 730,270. 1,965,190. MT (+/- 180 meters Scaled) KT0102 KT0102 SUPERSEDED SURVEY CONTROL KT0102 KT0102 NGVD 29 (??/??/92) 154.275 (m) 506.15 (f) ADJ UNCH 2 0 KT0102 KT0102.Superseded values are not recommended for survey control. KT0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0102.See file dsdata.txt to determine how the superseded data were derived. KT0102 KT0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ508991(NAD 83) KT0102_MARKER: DB = BENCH MARK DISK KT0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0102_STAMPING: R 276 1935 KT0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0102+STABILITY: SURFACE MOTION KT0102 KT0102 HISTORY - Date Condition Report By KT0102 HISTORY - 1935 MONUMENTED CGS KT0102 HISTORY - 1942 GOOD NGS KT0102 KT0102 STATION DESCRIPTION KT0102 KT0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0102'14.2 MI NE FROM ELK CREEK. KT0102'14.2 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, KT0102'GLENN COUNTY, AT THE MURDOCK RANCH, 11 FEET NORTH OF THE CENTERLINE KT0102'OF THE PRIVATE ROAD, 9 FEET WEST OF A GATEPOST, AT THE NORTH KT0102'END OF THE GATE, 2 FEET NORTH OF THE FENCE LINE, AND NEAR A KT0102'WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED R 276 1935 KT0102'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0103 *********************************************************************** KT0103 DESIGNATION - R 276 RESET 1964 KT0103 PID - KT0103 KT0103 STATE/COUNTY- CA/GLENN KT0103 USGS QUAD - JULIAN ROCKS (1973) KT0103 KT0103 *CURRENT SURVEY CONTROL KT0103 ___________________________________________________________________ KT0103* NAD 83(1986)- 39 44 25. (N) 122 24 22. (W) SCALED KT0103* NAVD 88 - 154.28 (+/-2cm) 506.2 (feet) VERTCON KT0103 ___________________________________________________________________ KT0103 GEOID HEIGHT- -29.02 (meters) GEOID03 KT0103 KT0103 VERT ORDER - THIRD (See Below) KT0103 KT0103.The horizontal coordinates were scaled from a topographic map and have KT0103.an estimated accuracy of +/- 6 seconds. KT0103 KT0103.The NAVD 88 height was computed by applying the VERTCON shift value to KT0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0103.The vertical order pertains to the NGVD 29 superseded value. KT0103 KT0103.The geoid height was determined by GEOID03. KT0103 KT0103; North East Units Estimated Accuracy KT0103;SPC CA 2 - 730,270. 1,965,190. MT (+/- 180 meters Scaled) KT0103 KT0103 SUPERSEDED SURVEY CONTROL KT0103 KT0103 NGVD 29 (??/??/??) 153.47 (m) 503.5 (f) RESET 3 KT0103 KT0103.Superseded values are not recommended for survey control. KT0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0103.See file dsdata.txt to determine how the superseded data were derived. KT0103 KT0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ508991(NAD 83) KT0103_MARKER: DB = BENCH MARK DISK KT0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0103_STAMPING: R 276 RESET 1964 KT0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0103+STABILITY: SURFACE MOTION KT0103 KT0103 HISTORY - Date Condition Report By KT0103 HISTORY - 1964 MONUMENTED CGS KT0103 KT0103 STATION DESCRIPTION KT0103 KT0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KT0103'14.2 MI NE FROM ELK CREEK. KT0103'14.2 MI. NE. ALONG A ROAD AND A TAIL FROM ELK CREEK, AT JESSUP KT0103'RANCH, 30 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 200 KT0103'2 FEET NORTH OF FENCE, NEAR A WHITE WOODEN WITNESS POST, 65 FEET KT0103'SOUTH OF POWER POLE, A STANDARD DISK STAMPED R 276 RESET 1964 AND KT0103'SET IN TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0211 *********************************************************************** KT0211 DESIGNATION - R 380 KT0211 PID - KT0211 KT0211 STATE/COUNTY- CA/GLENN KT0211 USGS QUAD - ORLAND (1978) KT0211 KT0211 *CURRENT SURVEY CONTROL KT0211 ___________________________________________________________________ KT0211* NAD 83(1986)- 39 44 58. (N) 122 12 09. (W) SCALED KT0211* NAVD 88 - 80.29 (+/-2cm) 263.4 (feet) VERTCON KT0211 ___________________________________________________________________ KT0211 GEOID HEIGHT- -28.55 (meters) GEOID03 KT0211 KT0211 VERT ORDER - SECOND CLASS 0 (See Below) KT0211 KT0211.The horizontal coordinates were scaled from a topographic map and have KT0211.an estimated accuracy of +/- 6 seconds. KT0211 KT0211.The NAVD 88 height was computed by applying the VERTCON shift value to KT0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0211.The vertical order pertains to the NGVD 29 superseded value. KT0211 KT0211.The geoid height was determined by GEOID03. KT0211 KT0211; North East Units Estimated Accuracy KT0211;SPC CA 2 - 731,230. 1,982,650. MT (+/- 180 meters Scaled) KT0211 KT0211 SUPERSEDED SURVEY CONTROL KT0211 KT0211 NGVD 29 (??/??/92) 79.538 (m) 260.95 (f) ADJ UNCH 2 0 KT0211 KT0211.Superseded values are not recommended for survey control. KT0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0211.See file dsdata.txt to determine how the superseded data were derived. KT0211 KT0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK683002(NAD 83) KT0211_MARKER: DB = BENCH MARK DISK KT0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0211_STAMPING: R 380 1949 KT0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0211+STABILITY: SURFACE MOTION KT0211 KT0211 HISTORY - Date Condition Report By KT0211 HISTORY - 1949 MONUMENTED CGS KT0211 HISTORY - 20021130 MARK NOT FOUND INDIV KT0211 KT0211 STATION DESCRIPTION KT0211 KT0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0211'0.5 MI NW FROM ORLAND. KT0211'0.5 MILE NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0211'PACIFIC CO. RAILROAD STATION AT ORLAND, 114 FEET SOUTHEAST OF A KT0211'SMALL CONCRETE RESIDENCE, 29 1/2 FEET SOUTHWEST OF THE CENTER KT0211'LINE OF THE ROAD, 6 FEET SOUTHEAST OF TELEPHONE POLE E 13, 1.6 KT0211'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE KT0211'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT KT0211'ABOVE THE GROUND. KT0211 KT0211 STATION RECOVERY (2002) KT0211 KT0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT) KT0211'MARK NOT FOUND. EXTENSIVE ROADWORK AND NEW SIDEWALK NOTED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1125 *********************************************************************** KS1125 DESIGNATION - R 848 KS1125 PID - KS1125 KS1125 STATE/COUNTY- CA/BUTTE KS1125 USGS QUAD - CHICO (1978) KS1125 KS1125 *CURRENT SURVEY CONTROL KS1125 ___________________________________________________________________ KS1125* NAD 83(1986)- 39 42 04. (N) 121 49 17. (W) SCALED KS1125* NAVD 88 - 58.486 (meters) 191.88 (feet) ADJUSTED KS1125 ___________________________________________________________________ KS1125 GEOID HEIGHT- -27.45 (meters) GEOID03 KS1125 DYNAMIC HT - 58.457 (meters) 191.79 (feet) COMP KS1125 MODELED GRAV- 980,127.3 (mgal) NAVD 88 KS1125 KS1125 VERT ORDER - FIRST CLASS II KS1125 KS1125.The horizontal coordinates were scaled from a topographic map and have KS1125.an estimated accuracy of +/- 6 seconds. KS1125 KS1125.The orthometric height was determined by differential leveling KS1125.and adjusted by the National Geodetic Survey in June 1991. KS1125 KS1125.The geoid height was determined by GEOID03. KS1125 KS1125.The dynamic height is computed by dividing the NAVD 88 KS1125.geopotential number by the normal gravity value computed on the KS1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1125.degrees latitude (g = 980.6199 gals.). KS1125 KS1125.The modeled gravity was interpolated from observed gravity values. KS1125 KS1125; North East Units Estimated Accuracy KS1125;SPC CA 2 - 725,860. 2,015,320. MT (+/- 180 meters Scaled) KS1125 KS1125 SUPERSEDED SURVEY CONTROL KS1125 KS1125 NGVD 29 (??/??/??) 57.777 (m) 189.56 (f) ADJUSTED 1 2 KS1125 KS1125.Superseded values are not recommended for survey control. KS1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1125.See file dsdata.txt to determine how the superseded data were derived. KS1125 KS1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ010952(NAD 83) KS1125_MARKER: DB = BENCH MARK DISK KS1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1125_STAMPING: R 848 1948 KS1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1125+STABILITY: SURFACE MOTION KS1125 KS1125 HISTORY - Date Condition Report By KS1125 HISTORY - 1948 MONUMENTED CGS KS1125 HISTORY - 1974 GOOD DOD KS1125 HISTORY - 1986 MARK NOT FOUND USPSQD KS1125 HISTORY - 19880718 MARK NOT FOUND NGS KS1125 KS1125 STATION DESCRIPTION KS1125 KS1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1125'2 MI SE FROM CHICO. KS1125'ABOUT 2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD KS1125'FROM THE STATION AT CHICO, ABOUT 5 1/2 RAILS NORTHWEST OF KS1125'MILEPOST NO. 182, AT A POINT WHERE A TELEPHONE LINE CROSSES KS1125'THE RAILROAD, AT CROSSING NO. 182.2, 47.3 FEET NORTHEAST OF KS1125'THE NORTHEAST RAIL, 21.7 FEET SOUTHEAST OF THE CENTER LINE KS1125'OF THE PAVED ROAD CROSSING THE RAILROAD, 4.5 FEET SOUTHEAST KS1125'OF A TELEPHONE POLE WITH TWO GUY WIRES AND IN LINE WITH A ROW KS1125'OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST PROJECTING KS1125'0.5 FOOT ABOVE THE GROUND. WITNESS POST SET 1.5 FEET SOUTHEAST KS1125'OF THE STATION. KS1125 KS1125 STATION RECOVERY (1974) KS1125 KS1125'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974 KS1125'RECOVERED IN GOOD CONDITION. KS1125 KS1125 STATION RECOVERY (1986) KS1125 KS1125'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1125'MARK NOT FOUND. KS1125 KS1125 STATION RECOVERY (1988) KS1125 KS1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1125'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0138 *********************************************************************** KT0138 DESIGNATION - R 851 KT0138 PID - KT0138 KT0138 STATE/COUNTY- CA/GLENN KT0138 USGS QUAD - WILLOWS (1969) KT0138 KT0138 *CURRENT SURVEY CONTROL KT0138 ___________________________________________________________________ KT0138* NAD 83(1986)- 39 30 49. (N) 122 14 57. (W) SCALED KT0138* NAVD 88 - 49.11 (+/-2cm) 161.1 (feet) VERTCON KT0138 ___________________________________________________________________ KT0138 GEOID HEIGHT- -29.08 (meters) GEOID03 KT0138 KT0138 VERT ORDER - FIRST CLASS II (See Below) KT0138 KT0138.The horizontal coordinates were scaled from a topographic map and have KT0138.an estimated accuracy of +/- 6 seconds. KT0138 KT0138.The NAVD 88 height was computed by applying the VERTCON shift value to KT0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0138.The vertical order pertains to the NGVD 29 superseded value. KT0138 KT0138.The geoid height was determined by GEOID03. KT0138 KT0138; North East Units Estimated Accuracy KT0138;SPC CA 2 - 705,050. 1,978,570. MT (+/- 180 meters Scaled) KT0138 KT0138 SUPERSEDED SURVEY CONTROL KT0138 KT0138 NGVD 29 (??/??/92) 48.357 (m) 158.65 (f) ADJ UNCH 1 2 KT0138 KT0138.Superseded values are not recommended for survey control. KT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0138.See file dsdata.txt to determine how the superseded data were derived. KT0138 KT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ645740(NAD 83) KT0138_MARKER: DB = BENCH MARK DISK KT0138_SETTING: 36 = BRIDGE KT0138_STAMPING: R 851 1949 KT0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0138 KT0138 HISTORY - Date Condition Report By KT0138 HISTORY - 1949 MONUMENTED CGS KT0138 KT0138 STATION DESCRIPTION KT0138 KT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0138'3.4 MI W FROM WILLOWS. KT0138'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0138'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 0.7 MILE KT0138'SOUTH ALONG COUNTY ROAD D, AT A HIGHWAY BRIDGE, ABOUT 300 FEET KT0138'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE RANCH HOUSE, 125 KT0138'FEET NORTH OF A POWER POLE, 28 FEET NORTHWEST OF A FENCE LINE, 11 KT0138'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF THE KT0138'SOUTHEAST END OF THE BRIDGE, AND SET IN THE NORTHWEST END OF THE KT0138'SOUTHEAST CONCRETE WINGWALL OF A BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0896 *********************************************************************** KS0896 DESIGNATION - R 853 KS0896 PID - KS0896 KS0896 STATE/COUNTY- CA/BUTTE KS0896 USGS QUAD - BIGGS (1970) KS0896 KS0896 *CURRENT SURVEY CONTROL KS0896 ___________________________________________________________________ KS0896* NAD 83(1986)- 39 23 39. (N) 121 42 20. (W) SCALED KS0896* NAVD 88 - 28.898 (meters) 94.81 (feet) ADJUSTED KS0896 ___________________________________________________________________ KS0896 GEOID HEIGHT- -28.38 (meters) GEOID03 KS0896 DYNAMIC HT - 28.882 (meters) 94.76 (feet) COMP KS0896 MODELED GRAV- 980,081.4 (mgal) NAVD 88 KS0896 KS0896 VERT ORDER - FIRST CLASS II KS0896 KS0896.The horizontal coordinates were scaled from a topographic map and have KS0896.an estimated accuracy of +/- 6 seconds. KS0896 KS0896.The orthometric height was determined by differential leveling KS0896.and adjusted by the National Geodetic Survey in June 1991. KS0896 KS0896.The geoid height was determined by GEOID03. KS0896 KS0896.The dynamic height is computed by dividing the NAVD 88 KS0896.geopotential number by the normal gravity value computed on the KS0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0896.degrees latitude (g = 980.6199 gals.). KS0896 KS0896.The modeled gravity was interpolated from observed gravity values. KS0896 KS0896; North East Units Estimated Accuracy KS0896;SPC CA 2 - 691,810. 2,025,360. MT (+/- 180 meters Scaled) KS0896 KS0896 SUPERSEDED SURVEY CONTROL KS0896 KS0896 NGVD 29 (??/??/??) 28.195 (m) 92.50 (f) ADJUSTED 1 2 KS0896 KS0896.Superseded values are not recommended for survey control. KS0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0896.See file dsdata.txt to determine how the superseded data were derived. KS0896 KS0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ114613(NAD 83) KS0896_MARKER: DB = BENCH MARK DISK KS0896_SETTING: 38 = BRIDGE ABUTMENT KS0896_STAMPING: R 853 1949 KS0896_MARK LOGO: CGS KS0896_MAGNETIC: N = NO MAGNETIC MATERIAL KS0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0896+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS0896 KS0896 HISTORY - Date Condition Report By KS0896 HISTORY - 1949 MONUMENTED CGS KS0896 HISTORY - 19880804 GOOD NGS KS0896 HISTORY - 19990427 GOOD NGS KS0896 HISTORY - 20040323 GOOD CADT KS0896 KS0896 STATION DESCRIPTION KS0896 KS0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0896'1.5 MI SE FROM BIGGS. KS0896'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS0896'FROM THE STATION AT BIGGS, 97 1/2 FEET NORTHWEST OF THE FOURTH POLE KS0896'NORTHWEST OF MILEPOST 160, 95.5 FEET SOUTHEAST OF THE (BIGGS ONE KS0896'MILE) SIGN, AT RAILROAD BRIDGE 160.15, IN THE EAST END OF THE KS0896'SOUTH ABUTMENT, 8.0 FEET NORTHEAST OF THE NORTHEAST RAIL, AND KS0896'ABOUT 1 FOOT LOWER THAN THE TRACK. KS0896 KS0896 STATION RECOVERY (1988) KS0896 KS0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0896'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 2.2 KM KS0896'(1.35 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0896'JUNCTION OF B STREET IN BIGGS. DELETE--95.5 FEET SOUTHEAST OF THE KS0896'(BIGGS 1 MILE) SIGN. KS0896 KS0896 STATION RECOVERY (1999) KS0896 KS0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) KS0896'2.2 KM (1.35 MI) SOUTHERLY ALONG 6TH STREET FROM THE JUNCTION OF B KS0896'STREET IN BIGGS, IN TOP OF AND 0.05 M (0.16 FT) WEST OF THE EAST END KS0896'OF THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 160.15 KS0896'SPANNING SIPHON LATERAL, 30.9 M (101.4 FT) SOUTHWEST OF THE STREET KS0896'CENTER, 2.4 M (7.9 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN KS0896'PACIFIC RAILROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK. KS0896 KS0896 STATION RECOVERY (2004) KS0896 KS0896'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0896'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0886 *********************************************************************** KS0886 DESIGNATION - RICHVALE RM 1 KS0886 PID - KS0886 KS0886 STATE/COUNTY- CA/BUTTE KS0886 USGS QUAD - BIGGS (1970) KS0886 KS0886 *CURRENT SURVEY CONTROL KS0886 ___________________________________________________________________ KS0886* NAD 83(1986)- 39 29 47. (N) 121 44 37. (W) SCALED KS0886* NAVD 88 - 33.243 (meters) 109.06 (feet) ADJUSTED KS0886 ___________________________________________________________________ KS0886 GEOID HEIGHT- -28.00 (meters) GEOID03 KS0886 DYNAMIC HT - 33.226 (meters) 109.01 (feet) COMP KS0886 MODELED GRAV- 980,107.7 (mgal) NAVD 88 KS0886 KS0886 VERT ORDER - FIRST CLASS II KS0886 KS0886.The horizontal coordinates were scaled from a topographic map and have KS0886.an estimated accuracy of +/- 6 seconds. KS0886 KS0886.The orthometric height was determined by differential leveling KS0886.and adjusted by the National Geodetic Survey in June 1991. KS0886 KS0886.The geoid height was determined by GEOID03. KS0886 KS0886.The dynamic height is computed by dividing the NAVD 88 KS0886.geopotential number by the normal gravity value computed on the KS0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0886.degrees latitude (g = 980.6199 gals.). KS0886 KS0886.The modeled gravity was interpolated from observed gravity values. KS0886 KS0886; North East Units Estimated Accuracy KS0886;SPC CA 2 - 703,140. 2,022,050. MT (+/- 180 meters Scaled) KS0886 KS0886 SUPERSEDED SURVEY CONTROL KS0886 KS0886 NGVD 29 (??/??/??) 32.536 (m) 106.75 (f) ADJUSTED 1 2 KS0886 KS0886.Superseded values are not recommended for survey control. KS0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0886.See file dsdata.txt to determine how the superseded data were derived. KS0886 KS0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ080726(NAD 83) KS0886_MARKER: DR = REFERENCE MARK DISK KS0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0886_STAMPING: RICHVALE NO 1 1939 KS0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0886+STABILITY: SURFACE MOTION KS0886 KS0886 HISTORY - Date Condition Report By KS0886 HISTORY - 1939 MONUMENTED USGS KS0886 HISTORY - 1949 GOOD NGS KS0886 HISTORY - 1972 MARK NOT FOUND USGS KS0886 HISTORY - 19880804 MARK NOT FOUND NGS KS0886 KS0886 STATION DESCRIPTION KS0886 KS0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0886'AT RICHVALE. KS0886'AT RICHVALE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 175 KS0886'FEET NORTH OF THE NORTHEAST CORNER OF THE FOUNDATION OF A GROUP KS0886'OF GRAIN ELEVATORS, 73.5 FEET SOUTH OF THE SOUTHEAST CORNER OF KS0886'THE STATION, 41.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, KS0886'10 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTHWEST OF KS0886'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACKS, AND SET IN KS0886'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. KS0886 KS0886 STATION RECOVERY (1972) KS0886 KS0886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 KS0886'MARK NOT FOUND. KS0886 KS0886 STATION RECOVERY (1988) KS0886 KS0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0886'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0352 *********************************************************************** KT0352 DESIGNATION - RIZ KT0352 PID - KT0352 KT0352 STATE/COUNTY- CA/GLENN KT0352 USGS QUAD - LOGANDALE (1973) KT0352 KT0352 *CURRENT SURVEY CONTROL KT0352 ___________________________________________________________________ KT0352* NAD 83(1992)- 39 27 03.33623(N) 122 11 33.11673(W) ADJUSTED KT0352* NAVD 88 - 32.66 (+/-2cm) 107.2 (feet) VERTCON KT0352 ___________________________________________________________________ KT0352 EPOCH DATE - 1991.35 KT0352 LAPLACE CORR- 4.32 (seconds) DEFLEC99 KT0352 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0352 KT0352 HORZ ORDER - FIRST KT0352 VERT ORDER - FIRST CLASS II (See Below) KT0352 KT0352.The horizontal coordinates were established by classical geodetic methods KT0352.and adjusted by the National Geodetic Survey in March 1994. KT0352.The horizontal coordinates are valid at the epoch date displayed above. KT0352.The epoch date for horizontal control is a decimal equivalence KT0352.of Year/Month/Day. KT0352 KT0352.The NAVD 88 height was computed by applying the VERTCON shift value to KT0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0352.The vertical order pertains to the NGVD 29 superseded value. KT0352 KT0352.The Laplace correction was computed from DEFLEC99 derived deflections. KT0352 KT0352.The geoid height was determined by GEOID03. KT0352 KT0352; North East Units Scale Factor Converg. KT0352;SPC CA 2 - 698,082.383 1,983,429.077 MT 0.99993505 -0 07 17.0 KT0352;SPC CA 2 - 2,290,291.95 6,507,300.23 sFT 0.99993505 -0 07 17.0 KT0352;UTM 10 - 4,367,129.429 569,474.509 MT 0.99965943 +0 30 47.2 KT0352 KT0352! - Elev Factor x Scale Factor = Combined Factor KT0352!SPC CA 2 - 0.99999944 x 0.99993505 = 0.99993449 KT0352!UTM 10 - 0.99999944 x 0.99965943 = 0.99965887 KT0352 KT0352: Primary Azimuth Mark Grid Az KT0352:SPC CA 2 - RIZ AZ MK 000 10 11.8 KT0352:UTM 10 - RIZ AZ MK 359 32 07.6 KT0352 KT0352|---------------------------------------------------------------------| KT0352| PID Reference Object Distance Geod. Az | KT0352| dddmmss.s | KT0352| DB6615 RIZ AZ MK 0000254.8 | KT0352| KT1834 WILLOWS WEST SIDE WHSE CO ELEV APPROX. 1.7 KM 0011209.0 | KT0352| KT1838 RIZ RM 3 41.493 METERS 07930 | KT0352| KT0351 RIZ RM 1 14.314 METERS 09004 | KT0352| KT1833 WILLOWS SACRAMENTO NATL WILDLIFE TO APPROX. 2.5 KM 1623544.8 | KT0352| KT0353 RIZ RM 2 18.188 METERS 35645 | KT0352|---------------------------------------------------------------------| KT0352 KT0352 SUPERSEDED SURVEY CONTROL KT0352 KT0352 NAD 83(1986)- 39 27 03.32881(N) 122 11 33.11131(W) AD(1984.00) 1 KT0352 NAD 27 - 39 27 03.74680(N) 122 11 29.18000(W) AD( ) 1 KT0352 NGVD 29 (??/??/92) 31.917 (m) 104.71 (f) ADJ UNCH 1 2 KT0352 KT0352.Superseded values are not recommended for survey control. KT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0352.See file dsdata.txt to determine how the superseded data were derived. KT0352 KT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6947567129(NAD 83) KT0352_MARKER: DS = TRIANGULATION STATION DISK KT0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0352_STAMPING: RIZ 1959 KT0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0352+STABILITY: SURFACE MOTION KT0352 KT0352 HISTORY - Date Condition Report By KT0352 HISTORY - 1959 MONUMENTED CGS KT0352 HISTORY - 1967 SEE DESCRIPTION CGS KT0352 HISTORY - 1967 GOOD NGS KT0352 HISTORY - 1971 SEE DESCRIPTION NGS KT0352 HISTORY - 1971 GOOD NGS KT0352 KT0352 STATION DESCRIPTION KT0352 KT0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) KT0352'THE STATION IS LOCATED ABOUT 4-3/4 MILES AIRLINE SOUTH OF KT0352'WILLOWS AND 12 MILES AIRLINE NORTH OF MAXWELL, ALONG THE KT0352'EAST SIDE OF U.S. HIGHWAY 99. KT0352' KT0352'TO REACH FROM THE POST OFFICE IN MAXWELL, GO NORTH ON U.S. KT0352'HIGHWAY 99 FOR 12.1 MILES TO STATION ON RIGHT, JUST BEFORE KT0352'REACHING A TRACK ROAD RIGHT. KT0352' KT0352'THE STATION MARK IS A STANDARD DISK STAMPED RIZ 1959, SET IN KT0352'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS KT0352'2 INCHES ABOVE GROUND. IT IS 6.0 FEET WEST OF A METAL WITNESS KT0352'POST, 24.5 FEET WEST OF THE CENTER LINE OF THE RAILROAD KT0352'TRACKS, 80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 84 KT0352'FEET WEST-SOUTHWEST OF A WILDLIFE REFUGE SIGN, AND 30 FEET KT0352'SOUTHEAST OF THE SOUTH END OF A BARRICADE MADE OF 3 RAILROAD KT0352'TIES AND SOME TIMBERS. KT0352' KT0352'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RIZ KT0352'NO 1 1959, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A KT0352'CONCRETE CULVERT BULKHEAD NUMBERED 145.09. IT IS 55 FEET KT0352'NORTH OF TELEPHONE POLE 28, 21 FEET EAST OF THE CENTER LINE KT0352'OF THE RAILROAD TRACKS, 48 FEET SOUTHWEST OF THE WILDLIFE KT0352'REFUGE SIGN AND ABOUT 2 FEET HIGHER THAN THE STATION. KT0352' KT0352'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RIZ KT0352'NO 2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT KT0352'THAT PROJECTS 3 INCHES ABOVE GROUND. IT IS 2 FEET EAST OF A KT0352'TELEPHONE POLE, 23 FEET SOUTHEAST OF POWER POLE 28, 15 FEET KT0352'NORTH OF THE NORTH END OF THE BARRICADE, 27.2 FEET WEST OF KT0352'THE CENTER LINE OF THE RAILROAD TRACKS AND AT THE SAME ELEVATION KT0352'AS THE STATION. KT0352' KT0352'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIZ 1959, SET KT0352'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS KT0352'3 INCHES ABOVE GROUND. IT IS 14 FEET WEST OF THE CENTER LINE KT0352'OF THE RAILROAD TRACKS, 95 FEET EAST OF THE CENTER LINE OF THE KT0352'HIGHWAY, 17 FEET SOUTH OF A RAILROAD HANDCAR SIDING AND 24 KT0352'FEET NORTHEAST OF A TELEPHONE POLE. TO REACH FROM THE STATION, KT0352'GO NORTH ON U.S. HIGHWAY 99 FOR 0.3 MILE TO AZIMUTH MARK ON KT0352'RIGHT. KT0352 KT0352 STATION RECOVERY (1967) KT0352 KT0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) KT0352'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED KT0352'IN GOOD CONDITION AND LEVELED OVER. KT0352' KT0352'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION KT0352'AT WILLOWS, GO 4.75 MILES SOUTH ALONG THE RAILROAD. KT0352' KT0352'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KT0352'RIZ 1959. 2-3/4 POLES NORTH OF MILEPOLE 145, 21.8 FEET WEST OF KT0352'THE WEST RAIL, 85-1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, KT0352'6.0 FEET WEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING KT0352'0.1 FOOT. KT0352' KT0352'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED RIZ NO 1 KT0352'1959. 46.91 FEET EAST OF THE STATION, 20.3 FEET WEST OF THE WEST KT0352'RAIL, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL KT0352'OF CULVERT 145.09. KT0352' KT0352'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED RIZ NO 2 KT0352'1959. 59.67 FEET NORTH OF THE STATION, 25.0 FEET WEST OF THE KT0352'WEST RAIL, IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KT0352' KT0352'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED RIZ KT0352'1959. 0.3 MILE NORTH OF THE STATION, 10.7 FEET WEST OF THE WEST KT0352'RAIL, 97 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET KT0352'NORTHEAST OF A TELEPHONE POLE, IN THE TOP OF A CONCRETE POST KT0352'PROJECTING 0.4 FOOT ABOVE THE GROUND. KT0352' KT0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0352'4.75 MILES SOUTH OF WILLOWS. KT0352 KT0352 STATION RECOVERY (1967) KT0352 KT0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0352'4.8 MI S FROM WILLOWS. KT0352'4.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0352'THE STATION AT WILLOWS, 2-3/4 POLES NORTH OF MILEPOLE 145, KT0352'21.8 FEET WEST OF THE WEST RAIL, 85 1/2 FEET EAST OF THE CENTER KT0352'LINE OF THE HIGHWAY, 57 1/2 FEET SOUTH OF THE EXTENDED CENTER KT0352'LINE OF ROAD 62 WEST, 46.91 FEET WEST OF R.M. 1, 59.67 FEET SOUTH KT0352'OF R.M. 2, 6.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE KT0352'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT KT0352'ABOVE THE GROUND. KT0352 KT0352 STATION RECOVERY (1971) KT0352 KT0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT0352'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK KT0352'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE DIRECTION KT0352'TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1959 OBSERVATIONS. A KT0352'GREATER DISTANCE OF 0.014 METER TO REFERENCE MARK 1 AND 0.017 KT0352'METER TO REFERENCE MARK 2 WERE NOTED AND VERIFIED AT THIS KT0352'TIME. DUE TO THE LOCATION OF THE STATION IN RELATION TO THE KT0352'RAILROAD TRACK A NEW REFERENCE MARK 3 WITH AN UNDERGROUND DISK KT0352'WAS ESTABLISHED AND OCCUPIED AT THIS TIME. A COMPLETE NEW KT0352'DESCRIPTION FOLLOWS-- KT0352' KT0352'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF PRINCETON, KT0352'5 MILES SOUTH OF WILLOWS, JUST EAST OF ROAD 99W AND ON SOUTHERN KT0352'PACIFIC COMPANY RAILROAD RIGHT-OF-WAY. KT0352' KT0352'TO REACH THE STATION FROM THE POST OFFICE IN WILLOWS GO EAST ON KT0352'SYCAMORE STREET FOR 0.1 MILE TO THE INTERSECTION OF TEHAMA KT0352'STREET, (ROAD 99W). TURN RIGHT AND GO SOUTH ON TEHAMA STREET AND KT0352'THEN ROAD 99W FOR 4.0 MILES TO THE INTERSECTION OF ROAD KT0352'60. CONTINUE SOUTH ON ROAD 99W FOR 0.8 MILE TO THE AZIMUTH KT0352'MARK ON THE LEFT. CONTINUE SOUTH ON ROAD 99W FOR 0.3 MILE TO KT0352'THE STATION ON THE LEFT. KT0352' KT0352'THE STATION MARK IS A STANDARD DISK STAMPED RIZ 1959, SET IN THE KT0352'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH KT0352'THE GROUND SURFACE. IT IS 86 FEET EAST OF THE CENTER OF ROAD KT0352'99W, 22 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 6 FEET KT0352'WEST OF A METAL WITNESS POST WITH SIGN. NOTE 1A7A KT0352' KT0352'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RIZ NO 1 1959, SET KT0352'IN THE HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD TRACK. IT KT0352'IS 69 FEET SOUTH-SOUTHWEST OF THE FENCE CORNER OF THE SACRAMENTO KT0352'NATIONAL WILDLIFE REFUGE, 20.5 FEET EAST OF THE EAST RAIL OF A KT0352'RAILROAD TRACK AND 6 FEET SOUTH OF THE NORTH END OF THE KT0352'CULVERT. NOTE DESC KT0352' KT0352'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RIZ NO 2 1959, KT0352'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS KT0352'1 INCH ABOVE THE GROUND SURFACE. IT IS 83 FEET EAST OF THE CENTER KT0352'OF ROAD 99W, 25 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK KT0352'AND 2 FEET EAST OF A TELEGRAPH POLE. NOTE 11A KT0352' KT0352'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED RIZ NO 3 1959 1971, KT0352'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT KT0352'THAT IS 12-INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE KT0352'GROUND SURFACE. IT IS 38 FEET SOUTH OF THE WEST GATE POST, KT0352'27 FEET NORTH OF THE NORTH END OF A CANAL HEADGATE, 12.5 FEET KT0352'EAST OF A METAL WITNESS POST WITH SIGN AND IN THE NORTHWEST KT0352'CORNER OF THE SACRAMENTO NATIONAL WILDLIFE REFUGE. THE KT0352'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND KT0352'SURFACE. NOTE 11B DESC KT0352' KT0352'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIZ 1959, SET IN KT0352'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 KT0352'INCHES ABOVE THE GROUND SURFACE. IT IS 97 FEET EAST OF THE KT0352'CENTER OF ROAD 99W, 19 FEET SOUTH OF THE CENTER OF A HANDCAR KT0352'SIDING, 10.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK KT0352'AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN. NOTE 16A KT0352' KT0352'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL. KT0352' KT0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KT0352'5 MILES SOUTH OF WILLOWS. KT0352 KT0352 STATION RECOVERY (1971) KT0352 KT0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0352'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0354 *********************************************************************** KT0354 DESIGNATION - RIZ AZ KT0354 PID - KT0354 KT0354 STATE/COUNTY- CA/GLENN KT0354 USGS QUAD - LOGANDALE (1973) KT0354 KT0354 *CURRENT SURVEY CONTROL KT0354 ___________________________________________________________________ KT0354* NAD 83(1986)- 39 27 20. (N) 122 11 32. (W) SCALED KT0354* NAVD 88 - 33.19 (+/-2cm) 108.9 (feet) VERTCON KT0354 ___________________________________________________________________ KT0354 GEOID HEIGHT- -29.11 (meters) GEOID03 KT0354 KT0354 VERT ORDER - FIRST CLASS II (See Below) KT0354 KT0354.The horizontal coordinates were scaled from a topographic map and have KT0354.an estimated accuracy of +/- 6 seconds. KT0354 KT0354.The NAVD 88 height was computed by applying the VERTCON shift value to KT0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0354.The vertical order pertains to the NGVD 29 superseded value. KT0354 KT0354.The geoid height was determined by GEOID03. KT0354 KT0354; North East Units Estimated Accuracy KT0354;SPC CA 2 - 698,600. 1,983,460. MT (+/- 180 meters Scaled) KT0354 KT0354 SUPERSEDED SURVEY CONTROL KT0354 KT0354 NGVD 29 (??/??/92) 32.442 (m) 106.44 (f) ADJ UNCH 1 2 KT0354 KT0354.Superseded values are not recommended for survey control. KT0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0354.See file dsdata.txt to determine how the superseded data were derived. KT0354 KT0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694676(NAD 83) KT0354_MARKER: DZ = AZIMUTH MARK DISK KT0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0354_STAMPING: RIZ 1959 KT0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0354+STABILITY: SURFACE MOTION KT0354 KT0354 HISTORY - Date Condition Report By KT0354 HISTORY - 1959 MONUMENTED CGS KT0354 HISTORY - 1967 GOOD NGS KT0354 HISTORY - 1971 GOOD NGS KT0354 KT0354 STATION DESCRIPTION KT0354 KT0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0354'4.4 MI S FROM WILLOWS. KT0354'4.45 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAIL ROAD KT0354'FROM THE STATION AT WILLOWS, 10.7 FEET WEST OF THE WEST RAIL, KT0354'97 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET KT0354'SOUTH OF THE CENTER OF A MOTOR CAR SET-OFF, 24 FEET NORTHEAST KT0354'OF A TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT KT0354'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A KT0354'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KT0354 KT0354 STATION RECOVERY (1971) KT0354 KT0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0354'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0351 *********************************************************************** KT0351 DESIGNATION - RIZ RM 1 KT0351 PID - KT0351 KT0351 STATE/COUNTY- CA/GLENN KT0351 USGS QUAD - LOGANDALE (1973) KT0351 KT0351 *CURRENT SURVEY CONTROL KT0351 ___________________________________________________________________ KT0351* NAD 83(1986)- 39 27 05. (N) 122 11 33. (W) SCALED KT0351* NAVD 88 - 33.10 (+/-2cm) 108.6 (feet) VERTCON KT0351 ___________________________________________________________________ KT0351 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0351 KT0351 VERT ORDER - FIRST CLASS II (See Below) KT0351 KT0351.The horizontal coordinates were scaled from a topographic map and have KT0351.an estimated accuracy of +/- 6 seconds. KT0351 KT0351.The NAVD 88 height was computed by applying the VERTCON shift value to KT0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0351.The vertical order pertains to the NGVD 29 superseded value. KT0351 KT0351.The geoid height was determined by GEOID03. KT0351 KT0351; North East Units Estimated Accuracy KT0351;SPC CA 2 - 698,130. 1,983,430. MT (+/- 180 meters Scaled) KT0351 KT0351 SUPERSEDED SURVEY CONTROL KT0351 KT0351 NGVD 29 (??/??/92) 32.362 (m) 106.17 (f) ADJ UNCH 1 2 KT0351 KT0351.Superseded values are not recommended for survey control. KT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0351.See file dsdata.txt to determine how the superseded data were derived. KT0351 KT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694671(NAD 83) KT0351_MARKER: DR = REFERENCE MARK DISK KT0351_SETTING: 30 = CULVERT KT0351_STAMPING: RIZ NO 1 1959 KT0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0351 KT0351 HISTORY - Date Condition Report By KT0351 HISTORY - 1959 MONUMENTED CGS KT0351 HISTORY - 1967 GOOD NGS KT0351 HISTORY - 1971 GOOD NGS KT0351 KT0351 STATION DESCRIPTION KT0351 KT0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0351'4.8 MI S FROM WILLOWS. KT0351'4.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0351'THE STATION AT WILLOWS, IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH KT0351'END OF THE EAST CONCRETE HEAD WALL OF CULVERT 145.09, 20.3 FEET KT0351'EAST OF THE EAST RAIL, 46.91 FEET EAST OF THE STATION, AND ABOUT 1 KT0351'FOOT LOWER THAN THE TRACK. KT0351 KT0351 STATION RECOVERY (1971) KT0351 KT0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0351'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0353 *********************************************************************** KT0353 DESIGNATION - RIZ RM 2 KT0353 PID - KT0353 KT0353 STATE/COUNTY- CA/GLENN KT0353 USGS QUAD - LOGANDALE (1973) KT0353 KT0353 *CURRENT SURVEY CONTROL KT0353 ___________________________________________________________________ KT0353* NAD 83(1986)- 39 27 05. (N) 122 11 33. (W) SCALED KT0353* NAVD 88 - 32.59 (+/-2cm) 106.9 (feet) VERTCON KT0353 ___________________________________________________________________ KT0353 GEOID HEIGHT- -29.12 (meters) GEOID03 KT0353 KT0353 VERT ORDER - FIRST CLASS II (See Below) KT0353 KT0353.The horizontal coordinates were scaled from a topographic map and have KT0353.an estimated accuracy of +/- 6 seconds. KT0353 KT0353.The NAVD 88 height was computed by applying the VERTCON shift value to KT0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0353.The vertical order pertains to the NGVD 29 superseded value. KT0353 KT0353.The geoid height was determined by GEOID03. KT0353 KT0353; North East Units Estimated Accuracy KT0353;SPC CA 2 - 698,130. 1,983,430. MT (+/- 180 meters Scaled) KT0353 KT0353 SUPERSEDED SURVEY CONTROL KT0353 KT0353 NGVD 29 (??/??/92) 31.847 (m) 104.48 (f) ADJ UNCH 1 2 KT0353 KT0353.Superseded values are not recommended for survey control. KT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0353.See file dsdata.txt to determine how the superseded data were derived. KT0353 KT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694671(NAD 83) KT0353_MARKER: DR = REFERENCE MARK DISK KT0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0353_STAMPING: RIZ NO 2 1959 KT0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0353+STABILITY: SURFACE MOTION KT0353 KT0353 HISTORY - Date Condition Report By KT0353 HISTORY - 1959 MONUMENTED CGS KT0353 HISTORY - 1967 GOOD NGS KT0353 HISTORY - 1971 GOOD NGS KT0353 KT0353 STATION DESCRIPTION KT0353 KT0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0353'4.8 MI S FROM WILLOWS. KT0353'4.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM KT0353'THE STATION AT WILLOWS, 25.0 FEET WEST OF THE WEST RAIL, 59.67 KT0353'FEET NORTH OF THE STATION, 81 1/2 FEET EAST OF THE CENTER LINE OF KT0353'THE HIGHWAY, 2 FEET NORTH OF THE EXTENDED CENTER LINE OF ROAD 62 KT0353'WEST, 2 1/2 FEET EAST OF A TELEPHONE POLE, ABOUT 2 FEET LOWER THAN KT0353'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 KT0353'FOOT ABOVE THE GROUND. KT0353 KT0353 STATION RECOVERY (1971) KT0353 KT0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 KT0353'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT1838 *********************************************************************** KT1838 DESIGNATION - RIZ RM 3 KT1838 PID - KT1838 KT1838 STATE/COUNTY- CA/GLENN KT1838 USGS QUAD - LOGANDALE (1973) KT1838 KT1838 *CURRENT SURVEY CONTROL KT1838 ___________________________________________________________________ KT1838* NAD 83(1992)- 39 27 03.58137(N) 122 11 31.41034(W) ADJUSTED KT1838* NAVD 88 - 33.26 (+/-2cm) 109.1 (feet) VERTCON KT1838 ___________________________________________________________________ KT1838 EPOCH DATE - 1991.35 KT1838 LAPLACE CORR- 4.33 (seconds) DEFLEC99 KT1838 GEOID HEIGHT- -29.12 (meters) GEOID03 KT1838 KT1838 HORZ ORDER - FIRST KT1838 VERT ORDER - THIRD ? (See Below) KT1838 KT1838.The horizontal coordinates were established by classical geodetic methods KT1838.and adjusted by the National Geodetic Survey in March 1994. KT1838.The horizontal coordinates are valid at the epoch date displayed above. KT1838.The epoch date for horizontal control is a decimal equivalence KT1838.of Year/Month/Day. KT1838 KT1838.The NAVD 88 height was computed by applying the VERTCON shift value to KT1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT1838.The vertical order pertains to the NGVD 29 superseded value. KT1838 KT1838.The Laplace correction was computed from DEFLEC99 derived deflections. KT1838 KT1838.The geoid height was determined by GEOID03. KT1838 KT1838; North East Units Scale Factor Converg. KT1838;SPC CA 2 - 698,089.857 1,983,469.889 MT 0.99993506 -0 07 15.9 KT1838;SPC CA 2 - 2,290,316.47 6,507,434.13 sFT 0.99993506 -0 07 15.9 KT1838;UTM 10 - 4,367,137.352 569,515.225 MT 0.99965950 +0 30 48.2 KT1838 KT1838! - Elev Factor x Scale Factor = Combined Factor KT1838!SPC CA 2 - 0.99999935 x 0.99993506 = 0.99993441 KT1838!UTM 10 - 0.99999935 x 0.99965950 = 0.99965885 KT1838 KT1838: Primary Azimuth Mark Grid Az KT1838:SPC CA 2 - RIZ AZ MK 355 16 09.8 KT1838:UTM 10 - RIZ AZ MK 354 38 05.7 KT1838 KT1838|---------------------------------------------------------------------| KT1838| PID Reference Object Distance Geod. Az | KT1838| dddmmss.s | KT1838| KT0352 RIZ 41.493 METERS 25930 | KT1838| DB6615 RIZ AZ MK 3550853.9 | KT1838|---------------------------------------------------------------------| KT1838 KT1838 SUPERSEDED SURVEY CONTROL KT1838 KT1838 NAD 83(1986)- 39 27 03.57397(N) 122 11 31.40482(W) AD(1984.00) 1 KT1838 NAD 27 - 39 27 03.99158(N) 122 11 27.47590(W) AD( ) 1 KT1838 NGVD 29 (07/19/86) 32.52 (m) 106.7 (f) LEVELING 3 KT1838 KT1838.Superseded values are not recommended for survey control. KT1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1838.See file dsdata.txt to determine how the superseded data were derived. KT1838 KT1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6951567137(NAD 83) KT1838_MARKER: DR = REFERENCE MARK DISK KT1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1838 KT1838 HISTORY - Date Condition Report By KT1838 HISTORY - 1971 MONUMENTED NGS KT1838 KT1838 STATION DESCRIPTION KT1838 KT1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) KT1838'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF PRINCETON, 5 KT1838'MILES SOUTH OF WILLOWS, JUST EAST OF ROAD 99W, AND ON PROPERTY KT1838'OWNED BY THE SACRAMENTO NATIONAL WILDLIFE REFUGE. KT1838' KT1838'TO REACH THE STATION FROM THE POST OFFICE IN WILLOWS GO EAST ON KT1838'SYCAMORE STREET FOR 0.1 MILE TO THE INTERSECTION OF TEHAMA KT1838'STREET, (ROAD 99W). TURN RIGHT AND GO SOUTH ON TEHAMA STREET KT1838'AND THEN ROAD 99W FOR 4.0 MILES TO THE INTERSECTION OF ROAD KT1838'60. (TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON ROAD 99W FOR KT1838'0.8 MILE TO THE MARK ON THE LEFT.) TURN LEFT AND GO EAST ON KT1838'ROAD 60 FOR 0.1 MILE, (CROSSING THE RAILROAD TRACK AND A KT1838'CANAL) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ALONG KT1838'THE EAST BANK OF THE CANAL FOR 1.2 MILES TO THE STATION ON THE KT1838'RIGHT IN THE CORNER OF THE SACRAMENTO NATIONAL WILDLIFE REFUGE. KT1838' KT1838'THE MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED RIZ NO 3 1959 KT1838'1971, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE KT1838'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE KT1838'THE GROUND SURFACE. IT IS 38 FEET SOUTH OF THE WEST GATE POST, KT1838'27 FEET NORTH OF THE NORTH END OF A CANAL HEADGATE AND 12.5 KT1838'FEET EAST OF A METAL WITNESS POST WITH SIGN. THE UNDERGROUND KT1838'DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE. KT1838' KT1838'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK KT1838'STAMPED RIZ 1959, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE KT1838'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 86 KT1838'FEET EAST OF THE CENTER OF ROAD 99W, 22 FEET WEST OF THE WEST KT1838'RAIL OF A RAIL ROAD TRACK AND 6 FEET WEST OF A METAL WITNESS KT1838'POST WITH SIGN. KT1838' KT1838'DUE TO THE LOCATION OF THE 1959 STATION IN RELATION TO THE KT1838'RAILROAD TRACK A TOWER COULD NOT BE BUILT OVER IT, FOR THIS KT1838'REASON RIZ RM 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME. KT1838' KT1838'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0808 *********************************************************************** KT0808 DESIGNATION - S 1066 KT0808 PID - KT0808 KT0808 STATE/COUNTY- CA/GLENN KT0808 USGS QUAD - CHROME (1968) KT0808 KT0808 *CURRENT SURVEY CONTROL KT0808 ___________________________________________________________________ KT0808* NAD 83(1986)- 39 40 56. (N) 122 32 08. (W) SCALED KT0808* NAVD 88 - 204.20 (+/-2cm) 669.9 (feet) VERTCON KT0808 ___________________________________________________________________ KT0808 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0808 KT0808 VERT ORDER - FIRST CLASS II (See Below) KT0808 KT0808.The horizontal coordinates were scaled from a topographic map and have KT0808.an estimated accuracy of +/- 6 seconds. KT0808 KT0808.The NAVD 88 height was computed by applying the VERTCON shift value to KT0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0808.The vertical order pertains to the NGVD 29 superseded value. KT0808 KT0808.The geoid height was determined by GEOID03. KT0808 KT0808; North East Units Estimated Accuracy KT0808;SPC CA 2 - 723,880. 1,954,060. MT (+/- 180 meters Scaled) KT0808 KT0808 SUPERSEDED SURVEY CONTROL KT0808 KT0808 NGVD 29 (??/??/92) 203.364 (m) 667.20 (f) ADJ UNCH 1 2 KT0808 KT0808.Superseded values are not recommended for survey control. KT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0808.See file dsdata.txt to determine how the superseded data were derived. KT0808 KT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ398925(NAD 83) KT0808_MARKER: DB = BENCH MARK DISK KT0808_SETTING: 66 = SET IN ROCK OUTCROP KT0808_STAMPING: S 1066 1966 KT0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0808+STABILITY: POSITION/ELEVATION WELL KT0808 KT0808 HISTORY - Date Condition Report By KT0808 HISTORY - 1966 MONUMENTED CGS KT0808 KT0808 STATION DESCRIPTION KT0808 KT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0808'6.2 MI N FROM ELK CREEK. KT0808'6.2 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0808'ELK CREEK, AT THE JUNCTION OF A GRAVELED DRIVEWAY SOUTHWEST, KT0808'IN THE TOP OF A LARGE OUTCROP WHICH IS AT THE BASE OF A KNOLL, KT0808'60 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 139 FEET KT0808'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE BRIDGE, 65 FEET KT0808'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 38.3 FEET SOUTHWEST KT0808'OF A FENCE, 16.7 FEET SOUTHEAST OF A FENCE, 38.3 FEET SOUTHWEST KT0808'OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0814 *********************************************************************** KT0814 DESIGNATION - S 1067 KT0814 PID - KT0814 KT0814 STATE/COUNTY- CA/GLENN KT0814 USGS QUAD - CHROME (1968) KT0814 KT0814 *CURRENT SURVEY CONTROL KT0814 ___________________________________________________________________ KT0814* NAD 83(1986)- 39 43 11. (N) 122 32 58. (W) SCALED KT0814* NAVD 88 - 276.19 (+/-2cm) 906.1 (feet) VERTCON KT0814 ___________________________________________________________________ KT0814 GEOID HEIGHT- -28.90 (meters) GEOID03 KT0814 KT0814 VERT ORDER - FIRST CLASS II (See Below) KT0814 KT0814.The horizontal coordinates were scaled from a topographic map and have KT0814.an estimated accuracy of +/- 6 seconds. KT0814 KT0814.The NAVD 88 height was computed by applying the VERTCON shift value to KT0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0814.The vertical order pertains to the NGVD 29 superseded value. KT0814 KT0814.The geoid height was determined by GEOID03. KT0814 KT0814; North East Units Estimated Accuracy KT0814;SPC CA 2 - 728,050. 1,952,890. MT (+/- 180 meters Scaled) KT0814 KT0814 SUPERSEDED SURVEY CONTROL KT0814 KT0814 NGVD 29 (??/??/92) 275.339 (m) 903.34 (f) ADJ UNCH 1 2 KT0814 KT0814.Superseded values are not recommended for survey control. KT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0814.See file dsdata.txt to determine how the superseded data were derived. KT0814 KT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ386967(NAD 83) KT0814_MARKER: DB = BENCH MARK DISK KT0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0814_STAMPING: S 1067 1966 KT0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0814+STABILITY: SURFACE MOTION KT0814 KT0814 HISTORY - Date Condition Report By KT0814 HISTORY - 1966 MONUMENTED CGS KT0814 KT0814 STATION DESCRIPTION KT0814 KT0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0814'9.1 MI N FROM ELK CREEK. KT0814'9.1 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0814'ELK CREEK, 1 POLE SOUTH OF A POWER POLE WITH A TRANSFORMER AND KT0814'A WHITE HOUSE, 33 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, KT0814'1 1/2 FEET NORTH OF POWER POLE 9, 2.7 FEET WEST OF A FENCE, KT0814'1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, KT0814'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT KT0814'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT2290 *********************************************************************** KT2290 DESIGNATION - S 1078 RESET KT2290 PID - KT2290 KT2290 STATE/COUNTY- CA/GLENN KT2290 USGS QUAD - STONE VALLEY (1969) KT2290 KT2290 *CURRENT SURVEY CONTROL KT2290 ___________________________________________________________________ KT2290* NAD 83(1986)- 39 31 26. (N) 122 16 16. (W) SCALED KT2290* NAVD 88 - 58.39 (+/-2cm) 191.6 (feet) VERTCON KT2290 ___________________________________________________________________ KT2290 GEOID HEIGHT- -29.10 (meters) GEOID03 KT2290 KT2290 VERT ORDER - THIRD (See Below) KT2290 KT2290.The horizontal coordinates were scaled from a topographic map and have KT2290.an estimated accuracy of +/- 6 seconds. KT2290 KT2290.The NAVD 88 height was computed by applying the VERTCON shift value to KT2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT2290.The vertical order pertains to the NGVD 29 superseded value. KT2290 KT2290.The geoid height was determined by GEOID03. KT2290 KT2290; North East Units Estimated Accuracy KT2290;SPC CA 2 - 706,200. 1,976,690. MT (+/- 180 meters Scaled) KT2290 KT2290 SUPERSEDED SURVEY CONTROL KT2290 KT2290 NGVD 29 (08/19/04) 57.64 (m) 189.1 (f) RESET 3 KT2290 KT2290.Superseded values are not recommended for survey control. KT2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2290.See file dsdata.txt to determine how the superseded data were derived. KT2290 KT2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ626751(NAD 83) KT2290_MARKER: DV = VERTICAL CONTROL DISK KT2290_SETTING: 31 = BRIDGE RAILING KT2290_STAMPING: S 1078 RESET 1981 KT2290_MARK LOGO: NGS KT2290_MAGNETIC: N = NO MAGNETIC MATERIAL KT2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT2290 KT2290 HISTORY - Date Condition Report By KT2290 HISTORY - 1981 MONUMENTED CADT KT2290 KT2290 STATION DESCRIPTION KT2290 KT2290'DESCRIBED BY CALTRANS 1981 KT2290'3.1 MILES (5.0 KM) WEST ALONG THE ROAD TO ELK CREEK (STATE ROUTE 162) KT2290'FROM THE OVERPASS OVER INTERSTATE HIGHWAY 5 AT WILLOWS, IN THE TOP OF KT2290'THE EAST END OF THE NORTH BRIDGE RAILING OF THE BRIDGE OVER SOUTH KT2290'FORK WILLOW CREEK, 18.8 FEET (5.7 M) NORTH OF THE CENTER LINE OF THE KT2290'ROAD, 12.0 FEET (3.7 M) WEST OF THE EAST END OF THE CONCRETE BRIDGE KT2290'RAILING, AND ABOUT 2.5 FEET (0.8 M) HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1926 *********************************************************************** KS1926 DESIGNATION - S 1430 KS1926 PID - KS1926 KS1926 STATE/COUNTY- CA/BUTTE KS1926 USGS QUAD - NORD (1969) KS1926 KS1926 *CURRENT SURVEY CONTROL KS1926 ___________________________________________________________________ KS1926* NAD 83(1986)- 39 47 03. (N) 121 53 08. (W) SCALED KS1926* NAVD 88 - 56.969 (meters) 186.91 (feet) ADJUSTED KS1926 ___________________________________________________________________ KS1926 GEOID HEIGHT- -27.46 (meters) GEOID03 KS1926 DYNAMIC HT - 56.940 (meters) 186.81 (feet) COMP KS1926 MODELED GRAV- 980,126.7 (mgal) NAVD 88 KS1926 KS1926 VERT ORDER - FIRST CLASS II KS1926 KS1926.The horizontal coordinates were scaled from a topographic map and have KS1926.an estimated accuracy of +/- 6 seconds. KS1926 KS1926.The orthometric height was determined by differential leveling KS1926.and adjusted by the National Geodetic Survey in June 1991. KS1926 KS1926.The geoid height was determined by GEOID03. KS1926 KS1926.The dynamic height is computed by dividing the NAVD 88 KS1926.geopotential number by the normal gravity value computed on the KS1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1926.degrees latitude (g = 980.6199 gals.). KS1926 KS1926.The modeled gravity was interpolated from observed gravity values. KS1926 KS1926; North East Units Estimated Accuracy KS1926;SPC CA 2 - 735,070. 2,009,800. MT (+/- 180 meters Scaled) KS1926 KS1926 SUPERSEDED SURVEY CONTROL KS1926 KS1926.No superseded survey control is available for this station. KS1926 KS1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK954043(NAD 83) KS1926_MARKER: DV = VERTICAL CONTROL DISK KS1926_SETTING: 38 = ABUTMENT CURB KS1926_STAMPING: S 1430 1988 KS1926_MARK LOGO: NGS KS1926_MAGNETIC: N = NO MAGNETIC MATERIAL KS1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1926+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1926 KS1926 HISTORY - Date Condition Report By KS1926 HISTORY - 1988 MONUMENTED NGS KS1926 HISTORY - 20040323 GOOD CADT KS1926 KS1926 STATION DESCRIPTION KS1926 KS1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1926'6.4 KM (4.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1926'JUNCTION OF 1ST AVENUE IN CHICO, IN TOP OF AND 0.4 M (1.3 FT) KS1926'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT CURB KS1926'OF A HIGHWAY BRIDGE SPANNING MUD CREEK, 4.8 M (15.7 FT) SOUTHWEST OF KS1926'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.5 M KS1926'(14.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, AND 0.3 M KS1926'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1926 KS1926 STATION RECOVERY (2004) KS1926 KS1926'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1926'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1130 *********************************************************************** KS1130 DESIGNATION - S 17 KS1130 PID - KS1130 KS1130 STATE/COUNTY- CA/BUTTE KS1130 USGS QUAD - CHICO (1978) KS1130 KS1130 *CURRENT SURVEY CONTROL KS1130 ___________________________________________________________________ KS1130* NAD 83(1986)- 39 39 11. (N) 121 48 09. (W) SCALED KS1130* NAVD 88 - 50.768 (meters) 166.56 (feet) ADJUSTED KS1130 ___________________________________________________________________ KS1130 GEOID HEIGHT- -27.53 (meters) GEOID03 KS1130 DYNAMIC HT - 50.742 (meters) 166.48 (feet) COMP KS1130 MODELED GRAV- 980,127.4 (mgal) NAVD 88 KS1130 KS1130 VERT ORDER - FIRST CLASS II KS1130 KS1130.The horizontal coordinates were scaled from a topographic map and have KS1130.an estimated accuracy of +/- 6 seconds. KS1130 KS1130.The orthometric height was determined by differential leveling KS1130.and adjusted by the National Geodetic Survey in June 1991. KS1130 KS1130.The geoid height was determined by GEOID03. KS1130 KS1130.The dynamic height is computed by dividing the NAVD 88 KS1130.geopotential number by the normal gravity value computed on the KS1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1130.degrees latitude (g = 980.6199 gals.). KS1130 KS1130.The modeled gravity was interpolated from observed gravity values. KS1130 KS1130; North East Units Estimated Accuracy KS1130;SPC CA 2 - 720,520. 2,016,950. MT (+/- 180 meters Scaled) KS1130 KS1130 SUPERSEDED SURVEY CONTROL KS1130 KS1130 NGVD 29 (??/??/??) 50.057 (m) 164.23 (f) ADJUSTED 1 2 KS1130 KS1130.Superseded values are not recommended for survey control. KS1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1130.See file dsdata.txt to determine how the superseded data were derived. KS1130 KS1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ027899(NAD 83) KS1130_MARKER: Q = CHISELED SQUARE KS1130_SETTING: 36 = BRIDGE KS1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1130 KS1130 HISTORY - Date Condition Report By KS1130 HISTORY - UNK MONUMENTED CGS KS1130 HISTORY - 1948 GOOD NGS KS1130 HISTORY - 19880708 MARK NOT FOUND NGS KS1130 KS1130 STATION DESCRIPTION KS1130 KS1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1130'0.6 MI NW FROM DURHAM. KS1130'ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1130'FROM THE STATION AT DURHAM, BUTTE COUNTY, AT MILEAGE 178.8, KS1130'OPPOSITE CULVERT 178 C, AT A HIGHWAY BRIDGE, AT THE NORTH KS1130'END OF THE GUARDRAIL UNDER THE RAILING, EAST OF THE ROADWAY, KS1130'AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY. A SQUARE CUT. KS1130 KS1130 STATION RECOVERY (1988) KS1130 KS1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1130'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0046 *********************************************************************** KT0046 DESIGNATION - S 199 KT0046 PID - KT0046 KT0046 STATE/COUNTY- CA/GLENN KT0046 USGS QUAD - ORLAND (1978) KT0046 KT0046 *CURRENT SURVEY CONTROL KT0046 ___________________________________________________________________ KT0046* NAD 83(1986)- 39 40 56. (N) 122 11 39. (W) SCALED KT0046* NAVD 88 - 68.00 (+/-2cm) 223.1 (feet) VERTCON KT0046 ___________________________________________________________________ KT0046 GEOID HEIGHT- -28.60 (meters) GEOID03 KT0046 KT0046 VERT ORDER - FIRST CLASS II (See Below) KT0046 KT0046.The horizontal coordinates were scaled from a topographic map and have KT0046.an estimated accuracy of +/- 6 seconds. KT0046 KT0046.The NAVD 88 height was computed by applying the VERTCON shift value to KT0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0046.The vertical order pertains to the NGVD 29 superseded value. KT0046 KT0046.The geoid height was determined by GEOID03. KT0046 KT0046; North East Units Estimated Accuracy KT0046;SPC CA 2 - 723,760. 1,983,340. MT (+/- 180 meters Scaled) KT0046 KT0046 SUPERSEDED SURVEY CONTROL KT0046 KT0046 NGVD 29 (??/??/92) 67.248 (m) 220.63 (f) ADJ UNCH 1 2 KT0046 KT0046.Superseded values are not recommended for survey control. KT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0046.See file dsdata.txt to determine how the superseded data were derived. KT0046 KT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ691927(NAD 83) KT0046_MARKER: DB = BENCH MARK DISK KT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0046_STAMPING: S 199 1935 KT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0046+STABILITY: SURFACE MOTION KT0046 KT0046 HISTORY - Date Condition Report By KT0046 HISTORY - 1935 MONUMENTED CGS KT0046 HISTORY - 1949 GOOD NGS KT0046 KT0046 STATION DESCRIPTION KT0046 KT0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0046'4.4 MI S FROM ORLAND. KT0046'4.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0046'THE STATION AT ORLAND, GLENN COUNTY, 89 FEET NORTHEAST OF THE KT0046'FIRST POLE NORTH OF MILEPOST 161, AT GRADE CROSSING AE 161.0, KT0046'45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 50 FEET NORTHWEST KT0046'OF THE NORTHWEST LEG OF AIRWAY BEACON 13, AND 39 FEET EAST OF KT0046'THE CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED S 199 KT0046'1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0548 *********************************************************************** KT0548 DESIGNATION - S 216 KT0548 PID - KT0548 KT0548 STATE/COUNTY- CA/COLUSA KT0548 USGS QUAD - GILMORE PEAK (1968) KT0548 KT0548 *CURRENT SURVEY CONTROL KT0548 ___________________________________________________________________ KT0548* NAD 83(1986)- 39 20 45. (N) 122 32 36. (W) SCALED KT0548* NAVD 88 - 370.80 (+/-2cm) 1216.5 (feet) VERTCON KT0548 ___________________________________________________________________ KT0548 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0548 KT0548 VERT ORDER - SECOND CLASS 0 (See Below) KT0548 KT0548.The horizontal coordinates were scaled from a topographic map and have KT0548.an estimated accuracy of +/- 6 seconds. KT0548 KT0548.The NAVD 88 height was computed by applying the VERTCON shift value to KT0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0548.The vertical order pertains to the NGVD 29 superseded value. KT0548 KT0548.The geoid height was determined by GEOID03. KT0548 KT0548; North East Units Estimated Accuracy KT0548;SPC CA 2 - 686,540. 1,953,170. MT (+/- 180 meters Scaled) KT0548 KT0548 SUPERSEDED SURVEY CONTROL KT0548 KT0548 NGVD 29 (??/??/92) 369.963 (m) 1213.79 (f) ADJ UNCH 2 0 KT0548 KT0548.Superseded values are not recommended for survey control. KT0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0548.See file dsdata.txt to determine how the superseded data were derived. KT0548 KT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ393552(NAD 83) KT0548_MARKER: DB = BENCH MARK DISK KT0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0548_STAMPING: S 216 1935 KT0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0548+STABILITY: SURFACE MOTION KT0548 KT0548 HISTORY - Date Condition Report By KT0548 HISTORY - 1935 MONUMENTED CGS KT0548 KT0548 STATION DESCRIPTION KT0548 KT0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0548'2.4 MI S FROM STONYFORD. KT0548'2.4 MILES SOUTH ALONG THE HOUGH SPRINGS ROAD FROM THE POST OFFICE KT0548'AT STONYFORD, COLUSA COUNTY, 27 FEET NORTHEAST OF THE CENTERLINE KT0548'OF THE ROAD, AND 2 FEET SOUTHWEST OF THE FENCE. A STANDARD KT0548'DISK, STAMPED S 216 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0904 *********************************************************************** KS0904 DESIGNATION - S 845 KS0904 PID - KS0904 KS0904 STATE/COUNTY- CA/BUTTE KS0904 USGS QUAD - GRIDLEY (1973) KS0904 KS0904 *CURRENT SURVEY CONTROL KS0904 ___________________________________________________________________ KS0904* NAD 83(1986)- 39 20 10. (N) 121 41 03. (W) SCALED KS0904* NAVD 88 - 28.118 (meters) 92.25 (feet) ADJUSTED KS0904 ___________________________________________________________________ KS0904 GEOID HEIGHT- -28.60 (meters) GEOID03 KS0904 DYNAMIC HT - 28.102 (meters) 92.20 (feet) COMP KS0904 MODELED GRAV- 980,064.1 (mgal) NAVD 88 KS0904 KS0904 VERT ORDER - FIRST CLASS II KS0904 KS0904.The horizontal coordinates were scaled from a topographic map and have KS0904.an estimated accuracy of +/- 6 seconds. KS0904 KS0904.The orthometric height was determined by differential leveling KS0904.and adjusted by the National Geodetic Survey in June 1991. KS0904 KS0904.The geoid height was determined by GEOID03. KS0904 KS0904.The dynamic height is computed by dividing the NAVD 88 KS0904.geopotential number by the normal gravity value computed on the KS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0904.degrees latitude (g = 980.6199 gals.). KS0904 KS0904.The modeled gravity was interpolated from observed gravity values. KS0904 KS0904; North East Units Estimated Accuracy KS0904;SPC CA 2 - 685,370. 2,027,230. MT (+/- 180 meters Scaled) KS0904 KS0904 SUPERSEDED SURVEY CONTROL KS0904 KS0904 NGVD 29 (??/??/??) 27.424 (m) 89.97 (f) ADJUSTED 1 2 KS0904 KS0904.Superseded values are not recommended for survey control. KS0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0904.See file dsdata.txt to determine how the superseded data were derived. KS0904 KS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ134549(NAD 83) KS0904_MARKER: DB = BENCH MARK DISK KS0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0904_STAMPING: S 845 1949 KS0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0904+STABILITY: SURFACE MOTION KS0904 KS0904 HISTORY - Date Condition Report By KS0904 HISTORY - 1949 MONUMENTED CGS KS0904 HISTORY - 1987 MARK NOT FOUND USPSQD KS0904 HISTORY - 19880804 MARK NOT FOUND NGS KS0904 KS0904 STATION DESCRIPTION KS0904 KS0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0904'2 MI SE FROM GRIDLEY. KS0904'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0904'THE STATION AT GRIDLEY, AT FAGAN SIDING, ABOUT 12 RAILS NORTH KS0904'OF THE FAGAN SIDING SIGN, 61 1/2 FEET SOUTHEAST OF MILEPOST 156, KS0904'41.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A LOADING SHED, 27.0 KS0904'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 8.0 FEET EAST OF KS0904'THE EAST RAIL OF A SIDE TRACK, ABOUT 2 FEET LOWER THAN THE TRACKS, KS0904'AND SET IN THE TOP OF A 2- BY 2-FOOT CONCRETE POST PROJECTING 0.3 KS0904'FOOT ABOVE THE GROUND. NOTE-- THIS MARK IS ALSO 4.3 MILES KS0904'NORTHWEST OF LIVE OAK. KS0904 KS0904 STATION RECOVERY (1987) KS0904 KS0904'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0904'MARK NOT FOUND. KS0904 KS0904 STATION RECOVERY (1988) KS0904 KS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0904'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1123 *********************************************************************** KS1123 DESIGNATION - S 848 KS1123 PID - KS1123 KS1123 STATE/COUNTY- CA/BUTTE KS1123 USGS QUAD - CHICO (1978) KS1123 KS1123 *CURRENT SURVEY CONTROL KS1123 ___________________________________________________________________ KS1123* NAD 83(1986)- 39 43 18. (N) 121 52 24. (W) SCALED KS1123* NAVD 88 - 52.316 (meters) 171.64 (feet) ADJUSTED KS1123 ___________________________________________________________________ KS1123 GEOID HEIGHT- -27.51 (meters) GEOID03 KS1123 DYNAMIC HT - 52.290 (meters) 171.55 (feet) COMP KS1123 MODELED GRAV- 980,133.9 (mgal) NAVD 88 KS1123 KS1123 VERT ORDER - FIRST CLASS II KS1123 KS1123.The horizontal coordinates were scaled from a topographic map and have KS1123.an estimated accuracy of +/- 6 seconds. KS1123 KS1123.The orthometric height was determined by differential leveling KS1123.and adjusted by the National Geodetic Survey in June 1991. KS1123 KS1123.The geoid height was determined by GEOID03. KS1123 KS1123.The dynamic height is computed by dividing the NAVD 88 KS1123.geopotential number by the normal gravity value computed on the KS1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1123.degrees latitude (g = 980.6199 gals.). KS1123 KS1123.The modeled gravity was interpolated from observed gravity values. KS1123 KS1123; North East Units Estimated Accuracy KS1123;SPC CA 2 - 728,130. 2,010,860. MT (+/- 180 meters Scaled) KS1123 KS1123 SUPERSEDED SURVEY CONTROL KS1123 KS1123 NGVD 29 (??/??/??) 51.608 (m) 169.32 (f) ADJUSTED 1 2 KS1123 KS1123.Superseded values are not recommended for survey control. KS1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1123.See file dsdata.txt to determine how the superseded data were derived. KS1123 KS1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ965974(NAD 83) KS1123_MARKER: DB = BENCH MARK DISK KS1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1123_STAMPING: S 848 1948 KS1123_MARK LOGO: CGS KS1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1123+STABILITY: SURFACE MOTION KS1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1123+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988 KS1123 KS1123 HISTORY - Date Condition Report By KS1123 HISTORY - 1948 MONUMENTED CGS KS1123 HISTORY - 1986 GOOD USPSQD KS1123 HISTORY - 19880718 GOOD NGS KS1123 KS1123 STATION DESCRIPTION KS1123 KS1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1123'AT CHICO. KS1123'AT CHICO, AT THE RANCHAERO AIRPORT, AT THE NORTHEAST CORNER OF KS1123'HANGAR NO. 2, 2.3 FEET SOUTH O THE NORTHEAST CORNER, 1.3 FEET KS1123'EAST OF THE EAST WALL, SET ON TOP OF A CONCRETE POST PROJECTING KS1123'0.4 FOOT ABOVE THE GROUND. WITNESS POST SET 1.3 FEET NORTH OF THE KS1123'STATION. KS1123 KS1123 STATION RECOVERY (1986) KS1123 KS1123'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLB) KS1123'RECOVERED IN GOOD CONDITION. KS1123 KS1123 STATION RECOVERY (1988) KS1123 KS1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1123'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0502 *********************************************************************** KT0502 DESIGNATION - S 850 KT0502 PID - KT0502 KT0502 STATE/COUNTY- CA/COLUSA KT0502 USGS QUAD - MAXWELL (1994) KT0502 KT0502 *CURRENT SURVEY CONTROL KT0502 ___________________________________________________________________ KT0502* NAD 83(1986)- 39 20 04. (N) 122 13 43. (W) SCALED KT0502* NAVD 88 - 35.57 (+/-2cm) 116.7 (feet) VERTCON KT0502 ___________________________________________________________________ KT0502 GEOID HEIGHT- -29.48 (meters) GEOID03 KT0502 KT0502 VERT ORDER - FIRST CLASS II (See Below) KT0502 KT0502.The horizontal coordinates were scaled from a topographic map and have KT0502.an estimated accuracy of +/- 6 seconds. KT0502 KT0502.The NAVD 88 height was computed by applying the VERTCON shift value to KT0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0502.The vertical order pertains to the NGVD 29 superseded value. KT0502 KT0502.The geoid height was determined by GEOID03. KT0502 KT0502; North East Units Estimated Accuracy KT0502;SPC CA 2 - 685,160. 1,980,290. MT (+/- 180 meters Scaled) KT0502 KT0502 SUPERSEDED SURVEY CONTROL KT0502 KT0502 NGVD 29 (??/??/92) 34.817 (m) 114.23 (f) ADJ UNCH 1 2 KT0502 KT0502.Superseded values are not recommended for survey control. KT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0502.See file dsdata.txt to determine how the superseded data were derived. KT0502 KT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ664541(NAD 83) KT0502_MARKER: DB = BENCH MARK DISK KT0502_SETTING: 36 = PIER KT0502_STAMPING: S 850 1949 KT0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0502+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004 KT0502 KT0502 HISTORY - Date Condition Report By KT0502 HISTORY - 1949 MONUMENTED CGS KT0502 HISTORY - 20040427 GOOD CADT KT0502 KT0502 STATION DESCRIPTION KT0502 KT0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0502'5.7 MI NW FROM MAXWELL. KT0502'1.9 MILES NORTHWEST ALONG LEESVILLE ROAD FROM THE POST OFFICE KT0502'AT MAXWELL, THENCE 3.8 MILES NORTH ALONG DERMOTT ROAD, AT A KT0502'T ROAD INTERSECTION, 81 FEET NORTHEAST OF THE INTERSECTION OF THE KT0502'CENTER LINES OF THE ROADS, 43 FEET NORTHWEST OF A FENCE CORNER, KT0502'18 FEET WEST OF A TELEPHONE POLE SUPPORT POLE, AND SET IN THE KT0502'TOP OF THE SOUTH END OF THE WEST CONCRETE PIER OF AN IRRIGATION KT0502'CANAL GATE. KT0502 KT0502 STATION RECOVERY (2004) KT0502 KT0502'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0502'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0156 *********************************************************************** KT0156 DESIGNATION - S 851 KT0156 PID - KT0156 KT0156 STATE/COUNTY- CA/GLENN KT0156 USGS QUAD - WILLOWS (1969) KT0156 KT0156 *CURRENT SURVEY CONTROL KT0156 ___________________________________________________________________ KT0156* NAD 83(1986)- 39 31 27. (N) 122 14 15. (W) SCALED KT0156* NAVD 88 - 44.88 (+/-2cm) 147.2 (feet) VERTCON KT0156 ___________________________________________________________________ KT0156 GEOID HEIGHT- -29.04 (meters) GEOID03 KT0156 KT0156 VERT ORDER - FIRST CLASS II (See Below) KT0156 KT0156.The horizontal coordinates were scaled from a topographic map and have KT0156.an estimated accuracy of +/- 6 seconds. KT0156 KT0156.The NAVD 88 height was computed by applying the VERTCON shift value to KT0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0156.The vertical order pertains to the NGVD 29 superseded value. KT0156 KT0156.The geoid height was determined by GEOID03. KT0156 KT0156; North East Units Estimated Accuracy KT0156;SPC CA 2 - 706,220. 1,979,580. MT (+/- 180 meters Scaled) KT0156 KT0156 SUPERSEDED SURVEY CONTROL KT0156 KT0156 NGVD 29 (??/??/92) 44.134 (m) 144.80 (f) ADJ UNCH 1 2 KT0156 KT0156.Superseded values are not recommended for survey control. KT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0156.See file dsdata.txt to determine how the superseded data were derived. KT0156 KT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ655752(NAD 83) KT0156_MARKER: DB = BENCH MARK DISK KT0156_SETTING: 30 = CULVERT KT0156_STAMPING: S 851 1949 KT0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0156 KT0156 HISTORY - Date Condition Report By KT0156 HISTORY - 1949 MONUMENTED CGS KT0156 HISTORY - 1967 MARK NOT FOUND NGS KT0156 KT0156 STATION DESCRIPTION KT0156 KT0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0156'2.1 MI W FROM WILLOWS. KT0156'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0156'WILLOWS, THENCE 1.8 MILE WEST ALONG COUNTY ROAD NO. 50, AT A KT0156'HIGHWAY CULVERT, 53 FEET SOUTHWEST OF A TELEPHONE POLE, 17 FEET KT0156'SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF A FENCE KT0156'LINE, AND SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF A KT0156'CULVERT. KT0156 KT0156 STATION RECOVERY (1967) KT0156 KT0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0156'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0895 *********************************************************************** KS0895 DESIGNATION - S 853 KS0895 PID - KS0895 KS0895 STATE/COUNTY- CA/BUTTE KS0895 USGS QUAD - BIGGS (1970) KS0895 KS0895 *CURRENT SURVEY CONTROL KS0895 ___________________________________________________________________ KS0895* NAD 83(1986)- 39 24 18. (N) 121 42 34. (W) SCALED KS0895* NAVD 88 - 28.381 (meters) 93.11 (feet) ADJUSTED KS0895 ___________________________________________________________________ KS0895 GEOID HEIGHT- -28.34 (meters) GEOID03 KS0895 DYNAMIC HT - 28.366 (meters) 93.06 (feet) COMP KS0895 MODELED GRAV- 980,083.6 (mgal) NAVD 88 KS0895 KS0895 VERT ORDER - FIRST CLASS II KS0895 KS0895.The horizontal coordinates were scaled from a topographic map and have KS0895.an estimated accuracy of +/- 6 seconds. KS0895 KS0895.The orthometric height was determined by differential leveling KS0895.and adjusted by the National Geodetic Survey in June 1991. KS0895.WARNING-Repeat measurements at this control monument indicate possible KS0895.vertical movement. KS0895 KS0895.The geoid height was determined by GEOID03. KS0895 KS0895.The dynamic height is computed by dividing the NAVD 88 KS0895.geopotential number by the normal gravity value computed on the KS0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0895.degrees latitude (g = 980.6199 gals.). KS0895 KS0895.The modeled gravity was interpolated from observed gravity values. KS0895 KS0895; North East Units Estimated Accuracy KS0895;SPC CA 2 - 693,010. 2,025,020. MT (+/- 180 meters Scaled) KS0895 KS0895 SUPERSEDED SURVEY CONTROL KS0895 KS0895 NGVD 29 (??/??/??) 27.669 (m) 90.78 (f) ADJUSTED 1 2 KS0895 KS0895.Superseded values are not recommended for survey control. KS0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0895.See file dsdata.txt to determine how the superseded data were derived. KS0895 KS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ111625(NAD 83) KS0895_MARKER: DB = BENCH MARK DISK KS0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0895_STAMPING: S 853 1949 KS0895_MARK LOGO: CGS KS0895_MAGNETIC: N = NO MAGNETIC MATERIAL KS0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0895+STABILITY: SURFACE MOTION KS0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0895+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS0895 KS0895 HISTORY - Date Condition Report By KS0895 HISTORY - 1949 MONUMENTED CGS KS0895 HISTORY - 1987 GOOD USPSQD KS0895 HISTORY - 19880804 GOOD NGS KS0895 HISTORY - 19990427 GOOD NGS KS0895 HISTORY - 20040323 GOOD CADT KS0895 KS0895 STATION DESCRIPTION KS0895 KS0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0895'0.6 MI S FROM BIGGS. KS0895'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0895'STATION AT BIGGS, 4.5 FEET NORTHWEST OF THE SECOND POLE SOUTHEAST KS0895'OF MILEPOST 161, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 KS0895'FEET SOUTHWEST OF THE CENTER OF AN OLD ROAD PARALLELING THE KS0895'TRACK, 2.8 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE KS0895'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. KS0895 KS0895 STATION RECOVERY (1987) KS0895 KS0895'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0895'RECOVERED IN GOOD CONDITION. KS0895 KS0895 STATION RECOVERY (1988) KS0895 KS0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0895'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 0.9 KM KS0895'(0.55 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0895'JUNCTION OF B STREET IN BIGGS. ADD--19.0 M (62.3 FT) NORTH OF THE KS0895'EXTENDED CENTER OF CHATFIELD AVENUE, AND 0.6 M (2.0 FT) BELOW THE KS0895'LEVEL OF THE STREET. CHANGE--AN OLD ROAD PARALLELING THE TRACK TO 6TH KS0895'STREET. KS0895 KS0895 STATION RECOVERY (1999) KS0895 KS0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) KS0895'0.9 KM (0.55 MI) SOUTHERLY ALONG 6TH STREET FROM THE JUNCTION OF B KS0895'STREET IN BIGGS, 19.0 M (62.3 FT) NORTH OF THE EXTENDED CENTER OF KS0895'CHATFIELD AVENUE, 13.8 M (45.3 FT) NORTHEAST OF THE NEAR RAIL OF THE KS0895'SOUTHERN PACIFIC RAILROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE STREET KS0895'CENTER, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) BELOW KS0895'THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) KS0895'ABOVE THE GROUND SURFACE. KS0895 KS0895 STATION RECOVERY (2004) KS0895 KS0895'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0895'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0817 *********************************************************************** KT0817 DESIGNATION - T 1067 KT0817 PID - KT0817 KT0817 STATE/COUNTY- CA/GLENN KT0817 USGS QUAD - NEWVILLE (1973) KT0817 KT0817 *CURRENT SURVEY CONTROL KT0817 ___________________________________________________________________ KT0817* NAD 83(1986)- 39 45 00. (N) 122 31 41. (W) SCALED KT0817* NAVD 88 - 263.09 (+/-2cm) 863.2 (feet) VERTCON KT0817 ___________________________________________________________________ KT0817 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0817 KT0817 VERT ORDER - FIRST CLASS II (See Below) KT0817 KT0817.The horizontal coordinates were scaled from a topographic map and have KT0817.an estimated accuracy of +/- 6 seconds. KT0817 KT0817.The NAVD 88 height was computed by applying the VERTCON shift value to KT0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0817.The vertical order pertains to the NGVD 29 superseded value. KT0817 KT0817.The geoid height was determined by GEOID03. KT0817 KT0817; North East Units Estimated Accuracy KT0817;SPC CA 2 - 731,400. 1,954,740. MT (+/- 180 meters Scaled) KT0817 KT0817 SUPERSEDED SURVEY CONTROL KT0817 KT0817 NGVD 29 (??/??/92) 262.232 (m) 860.34 (f) ADJ UNCH 1 2 KT0817 KT0817.Superseded values are not recommended for survey control. KT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0817.See file dsdata.txt to determine how the superseded data were derived. KT0817 KT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK404001(NAD 83) KT0817_MARKER: DB = BENCH MARK DISK KT0817_SETTING: 66 = SET IN ROCK OUTCROP KT0817_STAMPING: T 1067 1966 KT0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0817+STABILITY: POSITION/ELEVATION WELL KT0817 KT0817 HISTORY - Date Condition Report By KT0817 HISTORY - 1966 MONUMENTED CGS KT0817 KT0817 STATION DESCRIPTION KT0817 KT0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0817'11.6 MI N FROM ELK CREEK. KT0817'11.65 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0817'AT ELK CREEK, 0.05 MILE EAST OF THE JUNCTION OF A TRACK ROAD KT0817'NORTH (FORMER ROAD ALIGNMENT), SET VERTICALLY IN THE SOUTH FACE KT0817'OF AN OUTCROP IN A CUT, AT THE SUMMIT OF A HILL, 17 FEET KT0817'NORTH OF THE CENTER LINE OF THE ROAD, 180 FEET WEST OF THE KT0817'JUNCTION OF A DRIVEWAY SOUTHEAST TO BURROWS RANCH, AND ABOUT KT0817'4 1/2 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0114 *********************************************************************** KT0114 DESIGNATION - T 1078 KT0114 PID - KT0114 KT0114 STATE/COUNTY- CA/GLENN KT0114 USGS QUAD - STONE VALLEY (1969) KT0114 KT0114 *CURRENT SURVEY CONTROL KT0114 ___________________________________________________________________ KT0114* NAD 83(1986)- 39 31 27. (N) 122 18 18. (W) SCALED KT0114* NAVD 88 - 72.02 (+/-2cm) 236.3 (feet) VERTCON KT0114 ___________________________________________________________________ KT0114 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0114 KT0114 VERT ORDER - FIRST CLASS II (See Below) KT0114 KT0114.The horizontal coordinates were scaled from a topographic map and have KT0114.an estimated accuracy of +/- 6 seconds. KT0114 KT0114.The NAVD 88 height was computed by applying the VERTCON shift value to KT0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0114.The vertical order pertains to the NGVD 29 superseded value. KT0114 KT0114.The geoid height was determined by GEOID03. KT0114 KT0114; North East Units Estimated Accuracy KT0114;SPC CA 2 - 706,240. 1,973,780. MT (+/- 180 meters Scaled) KT0114 KT0114 SUPERSEDED SURVEY CONTROL KT0114 KT0114 NGVD 29 (??/??/92) 71.257 (m) 233.78 (f) ADJ UNCH 1 2 KT0114 KT0114.Superseded values are not recommended for survey control. KT0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0114.See file dsdata.txt to determine how the superseded data were derived. KT0114 KT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ597751(NAD 83) KT0114_MARKER: DB = BENCH MARK DISK KT0114_SETTING: 36 = FOUNDATION KT0114_STAMPING: T 1078 1967 KT0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0114 KT0114 HISTORY - Date Condition Report By KT0114 HISTORY - 1967 MONUMENTED CGS KT0114 KT0114 STATION DESCRIPTION KT0114 KT0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0114'4.8 MI W FROM WILLOWS. KT0114'4.75 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0114'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE JUNCTION OF A PRIVATE KT0114'ROAD SOUTH, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE KT0114'FOUNDATION OF A STEEL RAIL CATTLEGUARD ACROSS THE PRIVATE ROAD, KT0114'7 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 132 FEET KT0114'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF KT0114'THE SOUTHWEST CORNER OF A STEEL GRATE, AND ABOUT LEVEL WITH THE KT0114'PRIVATE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1927 *********************************************************************** KS1927 DESIGNATION - T 1430 KS1927 PID - KS1927 KS1927 STATE/COUNTY- CA/BUTTE KS1927 USGS QUAD - RICHARDSON SPRINGS (1969) KS1927 KS1927 *CURRENT SURVEY CONTROL KS1927 ___________________________________________________________________ KS1927* NAD 83(1986)- 39 46 28. (N) 121 52 25. (W) SCALED KS1927* NAVD 88 - 55.088 (meters) 180.73 (feet) ADJUSTED KS1927 ___________________________________________________________________ KS1927 GEOID HEIGHT- -27.44 (meters) GEOID03 KS1927 DYNAMIC HT - 55.061 (meters) 180.65 (feet) COMP KS1927 MODELED GRAV- 980,124.7 (mgal) NAVD 88 KS1927 KS1927 VERT ORDER - FIRST CLASS II KS1927 KS1927.The horizontal coordinates were scaled from a topographic map and have KS1927.an estimated accuracy of +/- 6 seconds. KS1927 KS1927.The orthometric height was determined by differential leveling KS1927.and adjusted by the National Geodetic Survey in June 1991. KS1927 KS1927.The geoid height was determined by GEOID03. KS1927 KS1927.The dynamic height is computed by dividing the NAVD 88 KS1927.geopotential number by the normal gravity value computed on the KS1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1927.degrees latitude (g = 980.6199 gals.). KS1927 KS1927.The modeled gravity was interpolated from observed gravity values. KS1927 KS1927; North East Units Estimated Accuracy KS1927;SPC CA 2 - 733,990. 2,010,830. MT (+/- 180 meters Scaled) KS1927 KS1927 SUPERSEDED SURVEY CONTROL KS1927 KS1927.No superseded survey control is available for this station. KS1927 KS1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK964033(NAD 83) KS1927_MARKER: DV = VERTICAL CONTROL DISK KS1927_SETTING: 38 = PIER KS1927_STAMPING: T 1430 1988 KS1927_MARK LOGO: NGS KS1927_MAGNETIC: N = NO MAGNETIC MATERIAL KS1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1927+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1927 KS1927 HISTORY - Date Condition Report By KS1927 HISTORY - 1988 MONUMENTED NGS KS1927 HISTORY - 20040323 GOOD CADT KS1927 KS1927 STATION DESCRIPTION KS1927 KS1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1927'4.9 KM (3.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1927'JUNCTION OF 1ST AVENUE IN CHICO, SET VERTICALLY IN THE NORTHWEST FACE KS1927'OF THE MOST NORTHWESTERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF THE KS1927'EATON ROAD OVERPASS OF THE HIGHWAY, 10.8 M (35.4 FT) NORTHEAST OF THE KS1927'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) KS1927'ABOVE THE GROUND SURFACE. KS1927 KS1927 STATION RECOVERY (2004) KS1927 KS1927'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1927'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1954 *********************************************************************** KS1954 DESIGNATION - T 1434 KS1954 PID - KS1954 KS1954 STATE/COUNTY- CA/BUTTE KS1954 USGS QUAD - BIGGS (1970) KS1954 KS1954 *CURRENT SURVEY CONTROL KS1954 ___________________________________________________________________ KS1954* NAD 83(1986)- 39 29 37. (N) 121 40 53. (W) SCALED KS1954* NAVD 88 - 45.471 (meters) 149.18 (feet) ADJUSTED KS1954 ___________________________________________________________________ KS1954 GEOID HEIGHT- -27.97 (meters) GEOID03 KS1954 DYNAMIC HT - 45.447 (meters) 149.10 (feet) COMP KS1954 MODELED GRAV- 980,086.9 (mgal) NAVD 88 KS1954 KS1954 VERT ORDER - FIRST CLASS II KS1954 KS1954.The horizontal coordinates were scaled from a topographic map and have KS1954.an estimated accuracy of +/- 6 seconds. KS1954 KS1954.The orthometric height was determined by differential leveling KS1954.and adjusted by the National Geodetic Survey in June 1991. KS1954 KS1954.The geoid height was determined by GEOID03. KS1954 KS1954.The dynamic height is computed by dividing the NAVD 88 KS1954.geopotential number by the normal gravity value computed on the KS1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1954.degrees latitude (g = 980.6199 gals.). KS1954 KS1954.The modeled gravity was interpolated from observed gravity values. KS1954 KS1954; North East Units Estimated Accuracy KS1954;SPC CA 2 - 702,850. 2,027,410. MT (+/- 180 meters Scaled) KS1954 KS1954 SUPERSEDED SURVEY CONTROL KS1954 KS1954.No superseded survey control is available for this station. KS1954 KS1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ133723(NAD 83) KS1954_MARKER: DV = VERTICAL CONTROL DISK KS1954_SETTING: 38 = ABUTMENT KS1954_STAMPING: T 1434 1988 KS1954_MARK LOGO: NGS KS1954_MAGNETIC: N = NO MAGNETIC MATERIAL KS1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1954+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1954 KS1954 HISTORY - Date Condition Report By KS1954 HISTORY - 1988 MONUMENTED NGS KS1954 HISTORY - 20040323 GOOD CADT KS1954 KS1954 STATION DESCRIPTION KS1954 KS1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1954'5.3 KM (3.30 MI) EASTERLY ALONG RICHVALE HIGHWAY FROM THE JUNCTION OF KS1954'THE SOUTHERN PACIFIC RAILROAD IN RICHVALE, IN THE SOUTH END OF THE KS1954'WEST CONCRETE ABUTMENT GUARDRAIL OF HIGHWAY BRIDGE NUMBER 12-31 KS1954'SPANNING THERMALITO AFTERBAY, 13.3 M (43.6 FT) EAST OF THE WEST END OF KS1954'THE GUARDRAIL, 6.3 M (20.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, KS1954'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1954 KS1954 STATION RECOVERY (2004) KS1954 KS1954'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1954'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1132 *********************************************************************** KS1132 DESIGNATION - T 17 KS1132 PID - KS1132 KS1132 STATE/COUNTY- CA/BUTTE KS1132 USGS QUAD - CHICO (1978) KS1132 KS1132 *CURRENT SURVEY CONTROL KS1132 ___________________________________________________________________ KS1132* NAD 83(1986)- 39 38 41. (N) 121 48 00. (W) SCALED KS1132* NAVD 88 - 48.578 (meters) 159.38 (feet) ADJUSTED KS1132 ___________________________________________________________________ KS1132 GEOID HEIGHT- -27.55 (meters) GEOID03 KS1132 DYNAMIC HT - 48.554 (meters) 159.30 (feet) COMP KS1132 MODELED GRAV- 980,127.3 (mgal) NAVD 88 KS1132 KS1132 VERT ORDER - FIRST CLASS II KS1132 KS1132.The horizontal coordinates were scaled from a topographic map and have KS1132.an estimated accuracy of +/- 6 seconds. KS1132 KS1132.The orthometric height was determined by differential leveling KS1132.and adjusted by the National Geodetic Survey in June 1991. KS1132 KS1132.The geoid height was determined by GEOID03. KS1132 KS1132.The dynamic height is computed by dividing the NAVD 88 KS1132.geopotential number by the normal gravity value computed on the KS1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1132.degrees latitude (g = 980.6199 gals.). KS1132 KS1132.The modeled gravity was interpolated from observed gravity values. KS1132 KS1132; North East Units Estimated Accuracy KS1132;SPC CA 2 - 719,600. 2,017,170. MT (+/- 180 meters Scaled) KS1132 KS1132 SUPERSEDED SURVEY CONTROL KS1132 KS1132 NGVD 29 (??/??/??) 47.867 (m) 157.04 (f) ADJUSTED 1 2 KS1132 KS1132.Superseded values are not recommended for survey control. KS1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1132.See file dsdata.txt to determine how the superseded data were derived. KS1132 KS1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ029890(NAD 83) KS1132_MARKER: DB = BENCH MARK DISK KS1132_SETTING: 34 = FOUNDATION KS1132_STAMPING: T 17 156.824 FEET 1919 KS1132_MARK LOGO: CGS KS1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1132+STABILITY: SURFACE MOTION KS1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1132+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1132 KS1132 HISTORY - Date Condition Report By KS1132 HISTORY - 1919 MONUMENTED CGS KS1132 HISTORY - 1948 GOOD NGS KS1132 HISTORY - 19880708 GOOD NGS KS1132 HISTORY - 20040323 GOOD CADT KS1132 KS1132 STATION DESCRIPTION KS1132 KS1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1132'AT DURHAM. KS1132'AT DURHAM, BUTTE COUNTY, AT THE BUILDING FORMERLY OCCUPIED KS1132'BY THE BANK OF DURHAM, FACING AND ABOUT 325 FEET FROM THE KS1132'SOUTHERN PACIFIC CO. RAILROAD TRACK, AT THE SOUTH SIDE OF THE KS1132'ENTRANCE, IN THE TOP SURFACE OF THE CONCRETE BASE SUPPORTING KS1132'THE TWO PILLARS, AND ABOUT 1 FOOT HIGHER THAN THE SIDEWALK. KS1132 KS1132 STATION RECOVERY (1988) KS1132 KS1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1132'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN DURHAM, KS1132'AT 9353 MIDWAY, IN TOP OF A CONCRETE FOUNDATION SUPPORTING THE MOST KS1132'SOUTHERLY 2 OF 4 COLUMNS OF AT THE ENTRANCE TO THE DURHAM BANK, 2.0 M KS1132'(6.6 FT) SOUTH OF THE CENTER OF THE MOST SOUTHERLY ENTRANCES TO THE KS1132'BUILDING, 0.7 M (2.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE KS1132'BUILDING, AND 0.2 M (0.7 FT) ABOVE A SIDEWALK. KS1132 KS1132 STATION RECOVERY (2004) KS1132 KS1132'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1132'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0045 *********************************************************************** KT0045 DESIGNATION - T 199 KT0045 PID - KT0045 KT0045 STATE/COUNTY- CA/GLENN KT0045 USGS QUAD - ORLAND (1978) KT0045 KT0045 *CURRENT SURVEY CONTROL KT0045 ___________________________________________________________________ KT0045* NAD 83(1986)- 39 39 01. (N) 122 11 39. (W) SCALED KT0045* NAVD 88 - 56.97 (+/-2cm) 186.9 (feet) VERTCON KT0045 ___________________________________________________________________ KT0045 GEOID HEIGHT- -28.65 (meters) GEOID03 KT0045 KT0045 VERT ORDER - SECOND CLASS 0 (See Below) KT0045 KT0045.The horizontal coordinates were scaled from a topographic map and have KT0045.an estimated accuracy of +/- 6 seconds. KT0045 KT0045.The NAVD 88 height was computed by applying the VERTCON shift value to KT0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0045.The vertical order pertains to the NGVD 29 superseded value. KT0045 KT0045.The geoid height was determined by GEOID03. KT0045 KT0045; North East Units Estimated Accuracy KT0045;SPC CA 2 - 720,220. 1,983,340. MT (+/- 180 meters Scaled) KT0045 KT0045 SUPERSEDED SURVEY CONTROL KT0045 KT0045 NGVD 29 (??/??/92) 56.221 (m) 184.45 (f) ADJ UNCH 2 0 KT0045 KT0045.Superseded values are not recommended for survey control. KT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0045.See file dsdata.txt to determine how the superseded data were derived. KT0045 KT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ691892(NAD 83) KT0045_MARKER: DB = BENCH MARK DISK KT0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0045_STAMPING: T 199 1935 KT0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0045+STABILITY: SURFACE MOTION KT0045 KT0045 HISTORY - Date Condition Report By KT0045 HISTORY - 1935 MONUMENTED CGS KT0045 KT0045 STATION DESCRIPTION KT0045 KT0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0045'2.2 MI N FROM ARTOIS. KT0045'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KT0045'STATION AT ARTOIS, GLENN COUNTY, 17 FEET NORTH OF THE FIRST POLE KT0045'NORTH OF MILEPOST 159, AT GRADE CROSSING AE 159.0, 88 FEET SOUTH KT0045'OF THE CENTERLINE OF THE ROAD, 23 FEET WEST OF THE CENTERLINE OF KT0045'THE TRACK, AND 58 FEET SOUTHWEST OF THE SOUTH END OF THE WEST KT0045'CONCRETE HEADWALL OF A 16-INCH CULVERT UNDER THE TRACK. A KT0045'STANDARD DISK, STAMPED T 199 1935 AND SET IN THE TOP OF A CONCRETE KT0045'POST. NOT INCLUDED IN THE LEVELING OF 1949. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0177 *********************************************************************** KT0177 DESIGNATION - T 226 KT0177 PID - KT0177 KT0177 STATE/COUNTY- CA/GLENN KT0177 USGS QUAD - GLENN (1969) KT0177 KT0177 *CURRENT SURVEY CONTROL KT0177 ___________________________________________________________________ KT0177* NAD 83(1986)- 39 31 18. (N) 122 00 56. (W) SCALED KT0177* NAVD 88 - 29.87 (+/-2cm) 98.0 (feet) VERTCON KT0177 ___________________________________________________________________ KT0177 GEOID HEIGHT- -28.40 (meters) GEOID03 KT0177 KT0177 VERT ORDER - FIRST CLASS II (See Below) KT0177 KT0177.The horizontal coordinates were scaled from a topographic map and have KT0177.an estimated accuracy of +/- 6 seconds. KT0177 KT0177.The NAVD 88 height was computed by applying the VERTCON shift value to KT0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0177.The vertical order pertains to the NGVD 29 superseded value. KT0177 KT0177.The geoid height was determined by GEOID03. KT0177 KT0177; North East Units Estimated Accuracy KT0177;SPC CA 2 - 705,920. 1,998,660. MT (+/- 180 meters Scaled) KT0177 KT0177 SUPERSEDED SURVEY CONTROL KT0177 KT0177 NGVD 29 (??/??/92) 29.141 (m) 95.61 (f) ADJ UNCH 1 2 KT0177 KT0177.Superseded values are not recommended for survey control. KT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0177.See file dsdata.txt to determine how the superseded data were derived. KT0177 KT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ846751(NAD 83) KT0177_MARKER: DB = BENCH MARK DISK KT0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0177_STAMPING: T 226 1935 KT0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0177+STABILITY: SURFACE MOTION KT0177 KT0177 HISTORY - Date Condition Report By KT0177 HISTORY - 1935 MONUMENTED CGS KT0177 HISTORY - 1949 GOOD NGS KT0177 KT0177 STATION DESCRIPTION KT0177 KT0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0177'AT GLENN. KT0177'IN GLENN, AT THE GLENN DISTRICT SCHOOL, 50.3 FEET NORTHWEST OF KT0177'THE NORTHWEST CORNER OF THE SCHOOL, 76 1/2 FEET WEST OF THE KT0177'FLAG POLE, 31.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, KT0177'21 FEET EAST OF THE CENTER LINE OF THE WEST ENTRANCE DRIVE, KT0177'2.4 FEET SOUTHWEST OF THE WEST END OF A PIPE FENCE IN FRONT OF KT0177'THE SCHOOL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0177'0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0107 *********************************************************************** KT0107 DESIGNATION - T 276 KT0107 PID - KT0107 KT0107 STATE/COUNTY- CA/GLENN KT0107 USGS QUAD - JULIAN ROCKS (1973) KT0107 KT0107 *CURRENT SURVEY CONTROL KT0107 ___________________________________________________________________ KT0107* NAD 83(1986)- 39 42 11. (N) 122 28 45. (W) SCALED KT0107* NAVD 88 - 172.04 (+/-2cm) 564.4 (feet) VERTCON KT0107 ___________________________________________________________________ KT0107 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0107 KT0107 VERT ORDER - SECOND CLASS 0 (See Below) KT0107 KT0107.The horizontal coordinates were scaled from a topographic map and have KT0107.an estimated accuracy of +/- 6 seconds. KT0107 KT0107.The NAVD 88 height was computed by applying the VERTCON shift value to KT0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0107.The vertical order pertains to the NGVD 29 superseded value. KT0107 KT0107.The geoid height was determined by GEOID03. KT0107 KT0107; North East Units Estimated Accuracy KT0107;SPC CA 2 - 726,170. 1,958,910. MT (+/- 180 meters Scaled) KT0107 KT0107 SUPERSEDED SURVEY CONTROL KT0107 KT0107 NGVD 29 (??/??/92) 171.203 (m) 561.69 (f) ADJ UNCH 2 0 KT0107 KT0107.Superseded values are not recommended for survey control. KT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0107.See file dsdata.txt to determine how the superseded data were derived. KT0107 KT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ446949(NAD 83) KT0107_MARKER: DB = BENCH MARK DISK KT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0107_STAMPING: T 276 1935 KT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0107+STABILITY: SURFACE MOTION KT0107 KT0107 HISTORY - Date Condition Report By KT0107 HISTORY - 1935 MONUMENTED CGS KT0107 HISTORY - 1942 MARK NOT FOUND NGS KT0107 HISTORY - 1966 MARK NOT FOUND USGS KT0107 KT0107 STATION DESCRIPTION KT0107 KT0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0107'9 MI NE FROM ELK CREEK. KT0107'9.0 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, GLENN KT0107'COUNTY, NEAR THE NORTHEAST CORNER OF AN OLD ORCHARD, 53 FEET KT0107'NORTH OF THE CENTER OF A DRY BRANCH OF A CREEK, 16 FEET SOUTH OF KT0107'THE CENTER OF A WIRE GAP IN A FENCE, AND NEAR A WHITE WOODEN KT0107'WITNESS POST. A STANDARD DISK, STAMPED T 276 1935 AND SET IN THE KT0107'TOP OF A CONCRETE POST. KT0107 KT0107 STATION RECOVERY (1966) KT0107 KT0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0107'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0215 *********************************************************************** KT0215 DESIGNATION - T 380 KT0215 PID - KT0215 KT0215 STATE/COUNTY- CA/GLENN KT0215 USGS QUAD - KIRKWOOD (1969) KT0215 KT0215 *CURRENT SURVEY CONTROL KT0215 ___________________________________________________________________ KT0215* NAD 83(1986)- 39 45 48. (N) 122 14 18. (W) SCALED KT0215* NAVD 88 - 88.91 (+/-2cm) 291.7 (feet) VERTCON KT0215 ___________________________________________________________________ KT0215 GEOID HEIGHT- -28.66 (meters) GEOID03 KT0215 KT0215 VERT ORDER - SECOND CLASS 0 (See Below) KT0215 KT0215.The horizontal coordinates were scaled from a topographic map and have KT0215.an estimated accuracy of +/- 6 seconds. KT0215 KT0215.The NAVD 88 height was computed by applying the VERTCON shift value to KT0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0215.The vertical order pertains to the NGVD 29 superseded value. KT0215 KT0215.The geoid height was determined by GEOID03. KT0215 KT0215; North East Units Estimated Accuracy KT0215;SPC CA 2 - 732,780. 1,979,580. MT (+/- 180 meters Scaled) KT0215 KT0215 SUPERSEDED SURVEY CONTROL KT0215 KT0215 NGVD 29 (??/??/92) 88.152 (m) 289.21 (f) ADJ UNCH 2 0 KT0215 KT0215.Superseded values are not recommended for survey control. KT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0215.See file dsdata.txt to determine how the superseded data were derived. KT0215 KT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK652017(NAD 83) KT0215_MARKER: DB = BENCH MARK DISK KT0215_SETTING: 36 = CANAL KT0215_STAMPING: T 380 1949 KT0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0215 KT0215 HISTORY - Date Condition Report By KT0215 HISTORY - 1949 MONUMENTED CGS KT0215 KT0215 STATION DESCRIPTION KT0215 KT0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0215'2.7 MI NW FROM ORLAND. KT0215'2.7 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0215'PACIFIC CO. RAILROAD STATION AT ORLAND, 190 FEET SOUTHEAST OF KT0215'THE CENTER OF THE T JUNCTION OF OLIVE AVENUE, 63 FEET SOUTHEAST KT0215'OF THE CENTER OF THE SOUTHWEST END OF A 36-INCH CONCRETE PIPE KT0215'CULVERT, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 21 KT0215'FEET NORTHEAST OF THE TOP OF THE NORTHEAST WALL OF SOUTH CANAL, KT0215'6 1/2 FEET NORTHWEST OF TELEPHONE POLE 74 E, 1.6 FEET SOUTHEAST KT0215'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP KT0215'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0903 *********************************************************************** KS0903 DESIGNATION - T 845 KS0903 PID - KS0903 KS0903 STATE/COUNTY- CA/BUTTE KS0903 USGS QUAD - GRIDLEY (1973) KS0903 KS0903 *CURRENT SURVEY CONTROL KS0903 ___________________________________________________________________ KS0903* NAD 83(1986)- 39 21 07. (N) 121 41 26. (W) SCALED KS0903* NAVD 88 - 27.603 (meters) 90.56 (feet) ADJUSTED KS0903 ___________________________________________________________________ KS0903 GEOID HEIGHT- -28.54 (meters) GEOID03 KS0903 DYNAMIC HT - 27.587 (meters) 90.51 (feet) COMP KS0903 MODELED GRAV- 980,069.2 (mgal) NAVD 88 KS0903 KS0903 VERT ORDER - FIRST CLASS II KS0903 KS0903.The horizontal coordinates were scaled from a topographic map and have KS0903.an estimated accuracy of +/- 6 seconds. KS0903 KS0903.The orthometric height was determined by differential leveling KS0903.and adjusted by the National Geodetic Survey in June 1991. KS0903 KS0903.The geoid height was determined by GEOID03. KS0903 KS0903.The dynamic height is computed by dividing the NAVD 88 KS0903.geopotential number by the normal gravity value computed on the KS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0903.degrees latitude (g = 980.6199 gals.). KS0903 KS0903.The modeled gravity was interpolated from observed gravity values. KS0903 KS0903; North East Units Estimated Accuracy KS0903;SPC CA 2 - 687,120. 2,026,670. MT (+/- 180 meters Scaled) KS0903 KS0903 SUPERSEDED SURVEY CONTROL KS0903 KS0903 NGVD 29 (??/??/??) 26.908 (m) 88.28 (f) ADJUSTED 1 2 KS0903 KS0903.Superseded values are not recommended for survey control. KS0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0903.See file dsdata.txt to determine how the superseded data were derived. KS0903 KS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ128566(NAD 83) KS0903_MARKER: DB = BENCH MARK DISK KS0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0903_STAMPING: T 845 1949 KS0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0903+STABILITY: SURFACE MOTION KS0903 KS0903 HISTORY - Date Condition Report By KS0903 HISTORY - 1949 MONUMENTED CGS KS0903 HISTORY - 1952 MARK NOT FOUND NGS KS0903 HISTORY - 1987 GOOD USPSQD KS0903 HISTORY - 19880805 MARK NOT FOUND NGS KS0903 KS0903 STATION DESCRIPTION KS0903 KS0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0903'0.9 MI SE FROM GRIDLEY. KS0903'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0903'THE STATION AT GRIDLEY, 28 RAILS NORTH OF THE CENTER LINE OF KS0903'A PAVED ROAD CROSSING 156.9, 56 FEET SOUTH OF A 2-FOOT OAK KS0903'TREE, 40.6 FEET EAST OF THE EAST RAIL, 9 FEET NORTH OF THE KS0903'SECOND POLE NORTH OF MILEPOST 157, ABOUT 6 FEET LOWER THAN THE KS0903'TRACKS, 2.0 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP KS0903'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KS0903 KS0903 STATION RECOVERY (1952) KS0903 KS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952 KS0903'MARK NOT FOUND. KS0903 KS0903 STATION RECOVERY (1987) KS0903 KS0903'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0903'RECOVERED IN GOOD CONDITION. KS0903 KS0903 STATION RECOVERY (1988) KS0903 KS0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0903'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1122 *********************************************************************** KS1122 DESIGNATION - T 848 KS1122 PID - KS1122 KS1122 STATE/COUNTY- CA/BUTTE KS1122 USGS QUAD - CHICO (1978) KS1122 KS1122 *CURRENT SURVEY CONTROL KS1122 ___________________________________________________________________ KS1122* NAD 83(1986)- 39 43 18. (N) 121 52 25. (W) SCALED KS1122* NAVD 88 - 52.363 (meters) 171.79 (feet) ADJUSTED KS1122 ___________________________________________________________________ KS1122 GEOID HEIGHT- -27.52 (meters) GEOID03 KS1122 DYNAMIC HT - 52.338 (meters) 171.71 (feet) COMP KS1122 MODELED GRAV- 980,133.9 (mgal) NAVD 88 KS1122 KS1122 VERT ORDER - FIRST CLASS II KS1122 KS1122.The horizontal coordinates were scaled from a topographic map and have KS1122.an estimated accuracy of +/- 6 seconds. KS1122 KS1122.The orthometric height was determined by differential leveling KS1122.and adjusted by the National Geodetic Survey in June 1991. KS1122 KS1122.The geoid height was determined by GEOID03. KS1122 KS1122.The dynamic height is computed by dividing the NAVD 88 KS1122.geopotential number by the normal gravity value computed on the KS1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1122.degrees latitude (g = 980.6199 gals.). KS1122 KS1122.The modeled gravity was interpolated from observed gravity values. KS1122 KS1122; North East Units Estimated Accuracy KS1122;SPC CA 2 - 728,130. 2,010,840. MT (+/- 180 meters Scaled) KS1122 KS1122 SUPERSEDED SURVEY CONTROL KS1122 KS1122 NGVD 29 (??/??/??) 51.655 (m) 169.47 (f) ADJUSTED 1 2 KS1122 KS1122.Superseded values are not recommended for survey control. KS1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1122.See file dsdata.txt to determine how the superseded data were derived. KS1122 KS1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ965974(NAD 83) KS1122_MARKER: DB = BENCH MARK DISK KS1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1122_STAMPING: T 848 1948 KS1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1122+STABILITY: SURFACE MOTION KS1122 KS1122 HISTORY - Date Condition Report By KS1122 HISTORY - 1948 MONUMENTED CGS KS1122 HISTORY - 1986 MARK NOT FOUND USPSQD KS1122 HISTORY - 19880718 MARK NOT FOUND NGS KS1122 KS1122 STATION DESCRIPTION KS1122 KS1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1122'AT CHICO. KS1122'AT CHICO, AT THE RANCHAERO AIRPORT, AT THE NORTHWEST CORNER OF KS1122'THE OFFICE BUILDING, 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE KS1122'BUILDING, 1.0 FOOT WEST OF THE WEST WALL, SET IN THE TOP OF A KS1122'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. WITNESS KS1122'POST SET 1.4 FEET SOUTH OF THE STATION. KS1122 KS1122 STATION RECOVERY (1986) KS1122 KS1122'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1122'MARK NOT FOUND. KS1122 KS1122 STATION RECOVERY (1988) KS1122 KS1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1122'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0503 *********************************************************************** KT0503 DESIGNATION - T 850 KT0503 PID - KT0503 KT0503 STATE/COUNTY- CA/COLUSA KT0503 USGS QUAD - MAXWELL (1994) KT0503 KT0503 *CURRENT SURVEY CONTROL KT0503 ___________________________________________________________________ KT0503* NAD 83(1986)- 39 20 56. (N) 122 13 47. (W) SCALED KT0503* NAVD 88 - 32.32 (+/-2cm) 106.0 (feet) VERTCON KT0503 ___________________________________________________________________ KT0503 GEOID HEIGHT- -29.45 (meters) GEOID03 KT0503 KT0503 VERT ORDER - FIRST CLASS II (See Below) KT0503 KT0503.The horizontal coordinates were scaled from a topographic map and have KT0503.an estimated accuracy of +/- 6 seconds. KT0503 KT0503.The NAVD 88 height was computed by applying the VERTCON shift value to KT0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0503.The vertical order pertains to the NGVD 29 superseded value. KT0503 KT0503.The geoid height was determined by GEOID03. KT0503 KT0503; North East Units Estimated Accuracy KT0503;SPC CA 2 - 686,760. 1,980,200. MT (+/- 180 meters Scaled) KT0503 KT0503 SUPERSEDED SURVEY CONTROL KT0503 KT0503 NGVD 29 (??/??/92) 31.566 (m) 103.56 (f) ADJ UNCH 1 2 KT0503 KT0503.Superseded values are not recommended for survey control. KT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0503.See file dsdata.txt to determine how the superseded data were derived. KT0503 KT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ663557(NAD 83) KT0503_MARKER: DB = BENCH MARK DISK KT0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0503_STAMPING: T 850 1949 KT0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0503+STABILITY: SURFACE MOTION KT0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT0503+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004 KT0503 KT0503 HISTORY - Date Condition Report By KT0503 HISTORY - 1949 MONUMENTED CGS KT0503 HISTORY - 20040427 GOOD CADT KT0503 KT0503 STATION DESCRIPTION KT0503 KT0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0503'6.7 MI NW FROM MAXWELL. KT0503'1.9 MILES WEST ALONG THE LEESVILLE ROAD FROM THE POST OFFICE KT0503'AT MAXWELL, THENCE 4.8 MILES NORTH ALONG DERMOTT ROAD, AT THE KT0503'INTERSECTION OF A CROSS ROAD AND AT A POINT WHERE THE POWER KT0503'LINE AND TELEPHONE LINES TURN WEST, 50 FEET NORTHWEST OF THE KT0503'INTERSECTION OF THE CENTER LINES OF THE ROADS, 11 FEET NORTHWEST KT0503'OF THE WEST END OF THE NORTH HEADWALL OF A CULVERT, 6.5 FEET KT0503'NORTHEAST OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE CORNER, KT0503'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT KT0503'ABOVE THE GROUND. KT0503 KT0503 STATION RECOVERY (2004) KT0503 KT0503'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0503'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0159 *********************************************************************** KT0159 DESIGNATION - T 851 KT0159 PID - KT0159 KT0159 STATE/COUNTY- CA/GLENN KT0159 USGS QUAD - WILLOWS (1969) KT0159 KT0159 *CURRENT SURVEY CONTROL KT0159 ___________________________________________________________________ KT0159* NAD 83(1986)- 39 31 27. (N) 122 13 06. (W) SCALED KT0159* NAVD 88 - 42.64 (+/-2cm) 139.9 (feet) VERTCON KT0159 ___________________________________________________________________ KT0159 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0159 KT0159 VERT ORDER - FIRST CLASS II (See Below) KT0159 KT0159.This mark is at Willows-Glenn County Airport (WLW) KT0159 KT0159.The horizontal coordinates were scaled from a topographic map and have KT0159.an estimated accuracy of +/- 6 seconds. KT0159 KT0159.The NAVD 88 height was computed by applying the VERTCON shift value to KT0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0159.The vertical order pertains to the NGVD 29 superseded value. KT0159 KT0159.The geoid height was determined by GEOID03. KT0159 KT0159; North East Units Estimated Accuracy KT0159;SPC CA 2 - 706,220. 1,981,230. MT (+/- 180 meters Scaled) KT0159 KT0159 SUPERSEDED SURVEY CONTROL KT0159 KT0159 NGVD 29 (??/??/92) 41.892 (m) 137.44 (f) ADJ UNCH 1 2 KT0159 KT0159.Superseded values are not recommended for survey control. KT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0159.See file dsdata.txt to determine how the superseded data were derived. KT0159 KT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ671752(NAD 83) KT0159_MARKER: DB = BENCH MARK DISK KT0159_SETTING: 36 = FOUNDATION KT0159_STAMPING: T 851 1949 KT0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0159 KT0159 HISTORY - Date Condition Report By KT0159 HISTORY - 1949 MONUMENTED CGS KT0159 HISTORY - 1967 GOOD NGS KT0159 KT0159 STATION DESCRIPTION KT0159 KT0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0159'0.2 MI W FROM WILLOWS. KT0159'0.15 MILE WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0159'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE ENTRANCE TO THE KT0159'WILLOWS AIRPORT, IN THE TOP OF THE CENTER OF THE CONCRETE KT0159'FOUNDATION FOR A STEEL TOWER SUPPORTING A BEACON LIGHT, 66 KT0159'FEET SOUTH OF THE CENTER LINE OF THE CONCRETE FOUNDATION FOR A KT0159'STEEL TOWER SUPPORTING A BEACON LIGHT, 66 FEET SOUTH OF THE KT0159'CENTER LINE OF THE ROAD, 80 FEET WEST OF THE CENTER LINE OF THE KT0159'ENTRANCE ROAD, 6.5 FEET SOUTHEAST OF THE NORTHWEST STEEL TOWER KT0159'LEG, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0166 *********************************************************************** KT0166 DESIGNATION - T 852 KT0166 PID - KT0166 KT0166 STATE/COUNTY- CA/GLENN KT0166 USGS QUAD - WILLOWS (1969) KT0166 KT0166 *CURRENT SURVEY CONTROL KT0166 ___________________________________________________________________ KT0166* NAD 83(1986)- 39 31 27. (N) 122 10 51. (W) SCALED KT0166* NAVD 88 - 41.17 (+/-2cm) 135.1 (feet) VERTCON KT0166 ___________________________________________________________________ KT0166 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0166 KT0166 VERT ORDER - FIRST CLASS II (See Below) KT0166 KT0166.The horizontal coordinates were scaled from a topographic map and have KT0166.an estimated accuracy of +/- 6 seconds. KT0166 KT0166.The NAVD 88 height was computed by applying the VERTCON shift value to KT0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0166.The vertical order pertains to the NGVD 29 superseded value. KT0166 KT0166.The geoid height was determined by GEOID03. KT0166 KT0166; North East Units Estimated Accuracy KT0166;SPC CA 2 - 706,210. 1,984,450. MT (+/- 180 meters Scaled) KT0166 KT0166 SUPERSEDED SURVEY CONTROL KT0166 KT0166 NGVD 29 (??/??/92) 40.429 (m) 132.64 (f) ADJ UNCH 1 2 KT0166 KT0166.Superseded values are not recommended for survey control. KT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0166.See file dsdata.txt to determine how the superseded data were derived. KT0166 KT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ704752(NAD 83) KT0166_MARKER: DB = BENCH MARK DISK KT0166_SETTING: 36 = BRIDGE KT0166_STAMPING: T 852 1949 KT0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0166 KT0166 HISTORY - Date Condition Report By KT0166 HISTORY - 1949 MONUMENTED CGS KT0166 KT0166 STATION DESCRIPTION KT0166 KT0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0166'1.3 MI E FROM WILLOWS. KT0166'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE KT0166'AT WILLOWS, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 45, AT THE KT0166'EAST EDGE OF A CEMETERY, AT CONCRETE BRIDGE 11-09 OVER AN KT0166'IRRIGATION CANAL, IN THE TOP OF THE NORTHWEST END OF THE KT0166'NORTHWEST WING WALL, 18.5 FEET NORTH OF THE CENTER LINE OF THE KT0166'HIGHWAY, 8.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE KT0166'BRIDGE, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0167 *********************************************************************** KT0167 DESIGNATION - T 852 RESET 1960 KT0167 PID - KT0167 KT0167 STATE/COUNTY- CA/GLENN KT0167 USGS QUAD - WILLOWS (1969) KT0167 KT0167 *CURRENT SURVEY CONTROL KT0167 ___________________________________________________________________ KT0167* NAD 83(1986)- 39 31 27. (N) 122 10 51. (W) SCALED KT0167* NAVD 88 - 41.19 (+/-2cm) 135.1 (feet) VERTCON KT0167 ___________________________________________________________________ KT0167 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0167 KT0167 VERT ORDER - ? (See Below) KT0167 KT0167.The horizontal coordinates were scaled from a topographic map and have KT0167.an estimated accuracy of +/- 6 seconds. KT0167 KT0167.The NAVD 88 height was computed by applying the VERTCON shift value to KT0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0167.The vertical order pertains to the NGVD 29 superseded value. KT0167 KT0167.The geoid height was determined by GEOID03. KT0167 KT0167; North East Units Estimated Accuracy KT0167;SPC CA 2 - 706,210. 1,984,450. MT (+/- 180 meters Scaled) KT0167 KT0167 SUPERSEDED SURVEY CONTROL KT0167 KT0167 NGVD 29 (??/??/92) 40.45 (m) 132.7 (f) ADJ UNCH ? KT0167 KT0167.Superseded values are not recommended for survey control. KT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0167.See file dsdata.txt to determine how the superseded data were derived. KT0167 KT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ704752(NAD 83) KT0167_MARKER: DB = BENCH MARK DISK KT0167_SETTING: 36 = BRIDGE KT0167_STAMPING: T 852 RESET 1960 KT0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0167 KT0167 HISTORY - Date Condition Report By KT0167 HISTORY - 1960 MONUMENTED CADH KT0167 HISTORY - 1961 GOOD NGS KT0167 KT0167 STATION DESCRIPTION KT0167 KT0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 KT0167'1.3 MI NE FROM WILLOWS. KT0167'THIS MARK IS LOCATED 0.3 MILE NORTH ALONG MURDOCK STREET FROM KT0167'THE COUNTY COURTHOUSE AT WILLOWS, THENCE 1.0 MILE EAST ALONG KT0167'HIGHWAY 45, AT THE EAST EDGE OF A CEMETERY, AT CONCRETE BRIDGE KT0167'11-09 OVER AN IRRIGATION CANAL, IN THE TOP OF THE NORTHWEST KT0167'END OF THE NORTHWEST WING-WALL, 25.5 FEET NORTH OF THE CENTERLINE KT0167'OF THE HIGHWAY, 24.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF KT0167'THE BRIDGE RAIL AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0893 *********************************************************************** KS0893 DESIGNATION - T 853 KS0893 PID - KS0893 KS0893 STATE/COUNTY- CA/BUTTE KS0893 USGS QUAD - BIGGS (1970) KS0893 KS0893 *CURRENT SURVEY CONTROL KS0893 ___________________________________________________________________ KS0893* NAD 83(1986)- 39 25 21. (N) 121 42 59. (W) SCALED KS0893* NAVD 88 - 30.050 (meters) 98.59 (feet) ADJUSTED KS0893 ___________________________________________________________________ KS0893 GEOID HEIGHT- -28.28 (meters) GEOID03 KS0893 DYNAMIC HT - 30.034 (meters) 98.54 (feet) COMP KS0893 MODELED GRAV- 980,087.2 (mgal) NAVD 88 KS0893 KS0893 VERT ORDER - FIRST CLASS II KS0893 KS0893.The horizontal coordinates were scaled from a topographic map and have KS0893.an estimated accuracy of +/- 6 seconds. KS0893 KS0893.The orthometric height was determined by differential leveling KS0893.and adjusted by the National Geodetic Survey in June 1991. KS0893 KS0893.The geoid height was determined by GEOID03. KS0893 KS0893.The dynamic height is computed by dividing the NAVD 88 KS0893.geopotential number by the normal gravity value computed on the KS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0893.degrees latitude (g = 980.6199 gals.). KS0893 KS0893.The modeled gravity was interpolated from observed gravity values. KS0893 KS0893; North East Units Estimated Accuracy KS0893;SPC CA 2 - 694,950. 2,024,420. MT (+/- 180 meters Scaled) KS0893 KS0893 SUPERSEDED SURVEY CONTROL KS0893 KS0893 NGVD 29 (??/??/??) 29.344 (m) 96.27 (f) ADJUSTED 1 2 KS0893 KS0893.Superseded values are not recommended for survey control. KS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0893.See file dsdata.txt to determine how the superseded data were derived. KS0893 KS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ104644(NAD 83) KS0893_MARKER: DB = BENCH MARK DISK KS0893_SETTING: 38 = ABUTMENT KS0893_STAMPING: T 853 1949 KS0893_MARK LOGO: CGS KS0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0893+STABILITY: SURFACE MOTION KS0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0893+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988 KS0893 KS0893 HISTORY - Date Condition Report By KS0893 HISTORY - 1949 MONUMENTED CGS KS0893 HISTORY - 1987 GOOD USPSQD KS0893 HISTORY - 19880804 GOOD NGS KS0893 HISTORY - 19990427 MARK NOT FOUND NGS KS0893 KS0893 STATION DESCRIPTION KS0893 KS0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0893'0.7 MI N FROM BIGGS. KS0893'0.7 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0893'STATION AT BIGGS, 62 1/2 FEET SOUTH OF THE FOURTH POLE NORTH OF KS0893'MILEPOST 162, AT BRIDGE 162.14, IN THE TOP OF THE WEST END OF KS0893'THE SOUTH ABUTMENT, 21.7 FEET WEST OF THE BRIDGE MARKER, AND 9 KS0893'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACKS. KS0893 KS0893 STATION RECOVERY (1987) KS0893 KS0893'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0893'RECOVERED IN GOOD CONDITION. KS0893 KS0893 STATION RECOVERY (1988) KS0893 KS0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0893'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.1 KM KS0893'(0.70 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0893'JUNCTION OF B STREET IN BIGGS. KS0893 KS0893 STATION RECOVERY (1999) KS0893 KS0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) KS0893'THE RAILROAD BRIDGE HAS BEEN REMOVED. ASSUMED DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1114 *********************************************************************** KS1114 DESIGNATION - TAN C KS1114 PID - KS1114 KS1114 STATE/COUNTY- CA/BUTTE KS1114 USGS QUAD - RICHARDSON SPRINGS (1969) KS1114 KS1114 *CURRENT SURVEY CONTROL KS1114 ___________________________________________________________________ KS1114* NAD 83(1992)- 39 48 58.30970(N) 121 51 06.57214(W) ADJUSTED KS1114* NAVD 88 - 98.552 (meters) 323.33 (feet) ADJUSTED KS1114 ___________________________________________________________________ KS1114 EPOCH DATE - 1991.35 KS1114 LAPLACE CORR- 6.25 (seconds) DEFLEC99 KS1114 GEOID HEIGHT- -27.31 (meters) GEOID03 KS1114 DYNAMIC HT - 98.501 (meters) 323.17 (feet) COMP KS1114 MODELED GRAV- 980,110.7 (mgal) NAVD 88 KS1114 KS1114 HORZ ORDER - SECOND KS1114 VERT ORDER - SECOND CLASS 0 KS1114 KS1114.The horizontal coordinates were established by classical geodetic methods KS1114.and adjusted by the National Geodetic Survey in March 1994. KS1114.The horizontal coordinates are valid at the epoch date displayed above. KS1114.The epoch date for horizontal control is a decimal equivalence KS1114.of Year/Month/Day. KS1114 KS1114.The orthometric height was determined by differential leveling KS1114.and adjusted by the National Geodetic Survey in June 1991. KS1114 KS1114.The Laplace correction was computed from DEFLEC99 derived deflections. KS1114 KS1114.The geoid height was determined by GEOID03. KS1114 KS1114.The dynamic height is computed by dividing the NAVD 88 KS1114.geopotential number by the normal gravity value computed on the KS1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1114.degrees latitude (g = 980.6199 gals.). KS1114 KS1114.The modeled gravity was interpolated from observed gravity values. KS1114 KS1114; North East Units Scale Factor Converg. KS1114;SPC CA 2 - 738,628.736 2,012,686.990 MT 0.99999613 +0 05 36.3 KS1114;SPC CA 2 - 2,423,317.78 6,603,290.57 sFT 0.99999613 +0 05 36.3 KS1114;SPC CA 1 - 553,628.739 2,012,687.690 MT 1.00005135 +0 05 48.8 KS1114;SPC CA 1 - 1,816,363.62 6,603,292.86 sFT 1.00005135 +0 05 48.8 KS1114;UTM 10 - 4,407,987.767 598,271.292 MT 0.99971889 +0 44 07.0 KS1114 KS1114! - Elev Factor x Scale Factor = Combined Factor KS1114!SPC CA 2 - 0.99998882 x 0.99999613 = 0.99998495 KS1114!SPC CA 1 - 0.99998882 x 1.00005135 = 1.00004017 KS1114!UTM 10 - 0.99998882 x 0.99971889 = 0.99970772 KS1114 KS1114: Primary Azimuth Mark Grid Az KS1114:SPC CA 2 - SYCAMORE 125 33 59.6 KS1114:SPC CA 1 - SYCAMORE 125 33 47.1 KS1114:UTM 10 - SYCAMORE 124 55 28.9 KS1114 KS1114|---------------------------------------------------------------------| KS1114| PID Reference Object Distance Geod. Az | KS1114| dddmmss.s | KS1114| KS1115 TOP C 414.323 METERS 0012820.2 | KS1114| KS1872 COHASSET TV STATION KHSL MAST APPROX.19.6 KM 0363748.3 | KS1114| KS1113 TAN C RM 1 22.260 METERS 07355 | KS1114| DB8383 TAN C RM 2 36.985 METERS 11537 | KS1114| KS1914 SYCAMORE APPROX. 3.9 KM 1253935.9 | KS1114| KS1902 CHICO RADIO STA KHSL EAST MAST APPROX.10.8 KM 1494255.1 | KS1114| KS1895 CHICO WEST MUNICIPAL TANK APPROX.10.1 KM 1772704.6 | KS1114| KS1896 CHICO NORTH MUNICIPAL TANK APPROX. 8.1 KM 1774959.0 | KS1114| KS1911 AIRPORT BEACON CHICO MUN APT APPROX. 1.8 KM 1813427.1 | KS1114| KS1897 CHICO PTT CO MICROWAVE TOWER APPROX. 8.8 KM 1891606.3 | KS1114|---------------------------------------------------------------------| KS1114 KS1114 SUPERSEDED SURVEY CONTROL KS1114 KS1114 NAD 83(1986)- 39 48 58.29912(N) 121 51 06.57120(W) AD(1984.00) 2 KS1114 NGVD 29 (??/??/??) 97.838 (m) 320.99 (f) ADJUSTED 2 0 KS1114 KS1114.Superseded values are not recommended for survey control. KS1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1114.See file dsdata.txt to determine how the superseded data were derived. KS1114 KS1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9827107988(NAD 83) KS1114_MARKER: DS = TRIANGULATION STATION DISK KS1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1114_STAMPING: TAN-C 1961 KS1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1114+STABILITY: SURFACE MOTION KS1114 KS1114 HISTORY - Date Condition Report By KS1114 HISTORY - 1961 MONUMENTED CGS KS1114 KS1114 STATION DESCRIPTION KS1114 KS1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1114'6 MI N FROM CHICO. KS1114'2 MILES NORTHWEST ON U.S. HIGHWAY 99E FROM THE JUNCTION OF U.S. KS1114'HIGHWAY 99E AND STATE HIGHWAY 32 IN CHICO, THENCE 5.05 MILES KS1114'EAST AND NORTH ON COHASSET HIGHWAY, THENCE 0.15 MILE WEST TO THE KS1114'ENTRANCE TO THE TITAN MISSILE SITE, THENCE 0.1 MILE NORTH TO THE KS1114'MARK. IT IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST KS1114'FLUSH WITH THE GROUND. THE COMPLETE AREA AT THE MARK WAS UNDER KS1114'CONSTRUCTION AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1113 *********************************************************************** KS1113 DESIGNATION - TAN C RM 1 KS1113 PID - KS1113 KS1113 STATE/COUNTY- CA/BUTTE KS1113 USGS QUAD - RICHARDSON SPRINGS (1969) KS1113 KS1113 *CURRENT SURVEY CONTROL KS1113 ___________________________________________________________________ KS1113* NAD 83(1986)- 39 48 59. (N) 121 51 07. (W) SCALED KS1113* NAVD 88 - 99.209 (meters) 325.49 (feet) ADJUSTED KS1113 ___________________________________________________________________ KS1113 GEOID HEIGHT- -27.31 (meters) GEOID03 KS1113 DYNAMIC HT - 99.158 (meters) 325.32 (feet) COMP KS1113 MODELED GRAV- 980,110.4 (mgal) NAVD 88 KS1113 KS1113 VERT ORDER - SECOND CLASS 0 KS1113 KS1113.The horizontal coordinates were scaled from a topographic map and have KS1113.an estimated accuracy of +/- 6 seconds. KS1113 KS1113.The orthometric height was determined by differential leveling KS1113.and adjusted by the National Geodetic Survey in June 1991. KS1113 KS1113.The geoid height was determined by GEOID03. KS1113 KS1113.The dynamic height is computed by dividing the NAVD 88 KS1113.geopotential number by the normal gravity value computed on the KS1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1113.degrees latitude (g = 980.6199 gals.). KS1113 KS1113.The modeled gravity was interpolated from observed gravity values. KS1113 KS1113; North East Units Estimated Accuracy KS1113;SPC CA 2 - 738,650. 2,012,680. MT (+/- 180 meters Scaled) KS1113 KS1113 SUPERSEDED SURVEY CONTROL KS1113 KS1113 NGVD 29 (??/??/??) 98.496 (m) 323.15 (f) ADJUSTED 2 0 KS1113 KS1113.Superseded values are not recommended for survey control. KS1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1113.See file dsdata.txt to determine how the superseded data were derived. KS1113 KS1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK982080(NAD 83) KS1113_MARKER: DR = REFERENCE MARK DISK KS1113_SETTING: 36 = MISSILE SITE KS1113_STAMPING: TAN-C NO 1 1961 KS1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1113 KS1113 HISTORY - Date Condition Report By KS1113 HISTORY - 1961 MONUMENTED CGS KS1113 KS1113 STATION DESCRIPTION KS1113 KS1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1113'6 MI N FROM CHICO. KS1113'2 MILES NORTHWEST ON U.S. HIGHWAY 99E FROM THE JUNCTION OF U.S. KS1113'HIGHWAY 99E AND STATE HIGHWAY 32 IN CHICO, THENCE 5.05 MILES KS1113'EAST AND NORTH ON COHASSET HIGHWAY, THENCE 0.15 MILE WEST TO THE KS1113'ENTRANCE TO THE TITAN MISSILE SITE, THENCE 0.1 MILE NORTH TO THE KS1113'MARK. IT IS CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE KS1113'FOUNDATION AND NEAR THE NORTHWEST EDGE, 73.03 FEET EAST OF THE KS1113'STATION MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1115 *********************************************************************** KS1115 DESIGNATION - TOP C KS1115 PID - KS1115 KS1115 STATE/COUNTY- CA/BUTTE KS1115 USGS QUAD - RICHARDSON SPRINGS (1969) KS1115 KS1115 *CURRENT SURVEY CONTROL KS1115 ___________________________________________________________________ KS1115* NAD 83(1992)- 39 49 11.73900(N) 121 51 06.12453(W) ADJUSTED KS1115* NAVD 88 - 98.704 (meters) 323.83 (feet) ADJUSTED KS1115 ___________________________________________________________________ KS1115 EPOCH DATE - 1991.35 KS1115 LAPLACE CORR- 6.39 (seconds) DEFLEC99 KS1115 GEOID HEIGHT- -27.30 (meters) GEOID03 KS1115 DYNAMIC HT - 98.654 (meters) 323.67 (feet) COMP KS1115 MODELED GRAV- 980,109.5 (mgal) NAVD 88 KS1115 KS1115 HORZ ORDER - SECOND KS1115 VERT ORDER - SECOND CLASS 0 KS1115 KS1115.The horizontal coordinates were established by classical geodetic methods KS1115.and adjusted by the National Geodetic Survey in March 1994. KS1115.The horizontal coordinates are valid at the epoch date displayed above. KS1115.The epoch date for horizontal control is a decimal equivalence KS1115.of Year/Month/Day. KS1115 KS1115.The orthometric height was determined by differential leveling KS1115.and adjusted by the National Geodetic Survey in June 1991. KS1115 KS1115.The Laplace correction was computed from DEFLEC99 derived deflections. KS1115 KS1115.The geoid height was determined by GEOID03. KS1115 KS1115.The dynamic height is computed by dividing the NAVD 88 KS1115.geopotential number by the normal gravity value computed on the KS1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1115.degrees latitude (g = 980.6199 gals.). KS1115 KS1115.The modeled gravity was interpolated from observed gravity values. KS1115 KS1115; North East Units Scale Factor Converg. KS1115;SPC CA 2 - 739,042.938 2,012,696.960 MT 0.99999697 +0 05 36.6 KS1115;SPC CA 2 - 2,424,676.71 6,603,323.28 sFT 0.99999697 +0 05 36.6 KS1115;SPC CA 1 - 554,042.964 2,012,697.635 MT 1.00005020 +0 05 49.1 KS1115;SPC CA 1 - 1,817,722.62 6,603,325.49 sFT 1.00005020 +0 05 49.1 KS1115;UTM 10 - 4,408,401.940 598,276.620 MT 0.99971890 +0 44 07.4 KS1115 KS1115! - Elev Factor x Scale Factor = Combined Factor KS1115!SPC CA 2 - 0.99998880 x 0.99999697 = 0.99998577 KS1115!SPC CA 1 - 0.99998880 x 1.00005020 = 1.00003900 KS1115!UTM 10 - 0.99998880 x 0.99971890 = 0.99970770 KS1115 KS1115: Primary Azimuth Mark Grid Az KS1115:SPC CA 2 - SYCAMORE 130 16 14.3 KS1115:SPC CA 1 - SYCAMORE 130 16 01.8 KS1115:UTM 10 - SYCAMORE 129 37 43.5 KS1115 KS1115|---------------------------------------------------------------------| KS1115| PID Reference Object Distance Geod. Az | KS1115| dddmmss.s | KS1115| KS1117 TOP C RM 1 25.325 METERS 02032 | KS1115| KS1116 TOP C RM 2 20.449 METERS 10142 | KS1115| KS1914 SYCAMORE APPROX. 4.2 KM 1302150.9 | KS1115| KS1114 TAN C 414.323 METERS 1812820.5 | KS1115|---------------------------------------------------------------------| KS1115 KS1115 SUPERSEDED SURVEY CONTROL KS1115 KS1115 NAD 83(1986)- 39 49 11.72840(N) 121 51 06.12361(W) AD(1984.00) 2 KS1115 NGVD 29 (??/??/??) 97.991 (m) 321.49 (f) ADJUSTED 2 0 KS1115 KS1115.Superseded values are not recommended for survey control. KS1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1115.See file dsdata.txt to determine how the superseded data were derived. KS1115 KS1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9827708402(NAD 83) KS1115_MARKER: DS = TRIANGULATION STATION DISK KS1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1115_STAMPING: TOP-C 1961 KS1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1115+STABILITY: SURFACE MOTION KS1115 KS1115 HISTORY - Date Condition Report By KS1115 HISTORY - 1961 MONUMENTED CGS KS1115 KS1115 STATION DESCRIPTION KS1115 KS1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1115'6 MI N FROM CHICO. KS1115'2 MILES NORTHWEST ON U.S. HIGHWAY 99E FROM THE JUNCTION OF U.S. KS1115'HIGHWAY 99E AND STATE HIGHWAY 32 IN CHICO, THENCE 5.05 MILES EAST KS1115'AND NORTH ON COHASSET HIGHWAY, THENCE 0.15 MILE WEST TO THE KS1115'ENTRANCE TO THE TITAN MISSILE SITE, THENCE TO THE NORTHEAST KS1115'CORNER OF THE AREA AND THE MARK. IT IS SET IN THE TOP OF AN 11 KS1115'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND, 87 FEET SOUTH KS1115'SOUTHWEST OF A 4 BY 4 WHITE POST STAMPED PROPERTY CORNER, 70 KS1115'FEET WEST OF A 16 INCH OAK TREE WITH A TRIANGULAR BLAZE, 58 FEET KS1115'WEST OF A FENCELINE. A METAL, WITNESS SIGNPOST WAS SET 2.5 FEET KS1115'NORTH OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1117 *********************************************************************** KS1117 DESIGNATION - TOP C RM 1 KS1117 PID - KS1117 KS1117 STATE/COUNTY- CA/BUTTE KS1117 USGS QUAD - RICHARDSON SPRINGS (1969) KS1117 KS1117 *CURRENT SURVEY CONTROL KS1117 ___________________________________________________________________ KS1117* NAD 83(1986)- 39 49 12. (N) 121 51 06. (W) SCALED KS1117* NAVD 88 - 97.682 (meters) 320.48 (feet) ADJUSTED KS1117 ___________________________________________________________________ KS1117 GEOID HEIGHT- -27.30 (meters) GEOID03 KS1117 DYNAMIC HT - 97.632 (meters) 320.31 (feet) COMP KS1117 MODELED GRAV- 980,109.2 (mgal) NAVD 88 KS1117 KS1117 VERT ORDER - SECOND CLASS 0 KS1117 KS1117.The horizontal coordinates were scaled from a topographic map and have KS1117.an estimated accuracy of +/- 6 seconds. KS1117 KS1117.The orthometric height was determined by differential leveling KS1117.and adjusted by the National Geodetic Survey in June 1991. KS1117 KS1117.The geoid height was determined by GEOID03. KS1117 KS1117.The dynamic height is computed by dividing the NAVD 88 KS1117.geopotential number by the normal gravity value computed on the KS1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1117.degrees latitude (g = 980.6199 gals.). KS1117 KS1117.The modeled gravity was interpolated from observed gravity values. KS1117 KS1117; North East Units Estimated Accuracy KS1117;SPC CA 2 - 739,050. 2,012,700. MT (+/- 180 meters Scaled) KS1117 KS1117 SUPERSEDED SURVEY CONTROL KS1117 KS1117 NGVD 29 (??/??/??) 96.969 (m) 318.14 (f) ADJUSTED 2 0 KS1117 KS1117.Superseded values are not recommended for survey control. KS1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1117.See file dsdata.txt to determine how the superseded data were derived. KS1117 KS1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK982084(NAD 83) KS1117_MARKER: DR = REFERENCE MARK DISK KS1117_SETTING: 66 = SET IN ROCK OUTCROP KS1117_STAMPING: TOP-C NO 1 1961 KS1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1117+STABILITY: POSITION/ELEVATION WELL KS1117 KS1117 HISTORY - Date Condition Report By KS1117 HISTORY - 1961 MONUMENTED CGS KS1117 KS1117 STATION DESCRIPTION KS1117 KS1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1117'6 MI N FROM CHICO. KS1117'2 MILES NORTHWEST ON U.S. HIGHWAY 99E FROM THE JUNCTION OF U.S. KS1117'HIGHWAY 99E AND STATE HIGHWAY 32, THENCE 5.05 MILES EAST AND KS1117'NORTH ON COHASSET HIGHWAY, THENCE 0.15 MILE WEST TO THE ENTRANCE KS1117'TO THE TITAN MISSILE SITE, THENCE TO THE NORTHEAST CORNER OF THE KS1117'AREA AND THE MARK. IT IS CEMENTED IN A DRILL HOLE IN A 14 BY 18 KS1117'INCH BOULDER PROJECTING 6 INCHES, 83.09 FEET NORTH NORTHEAST OF KS1117'THE STATION AND 10 FEET SOUTHEAST OF THE PROPERTY CORNER POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1116 *********************************************************************** KS1116 DESIGNATION - TOP C RM 2 KS1116 PID - KS1116 KS1116 STATE/COUNTY- CA/BUTTE KS1116 USGS QUAD - RICHARDSON SPRINGS (1969) KS1116 KS1116 *CURRENT SURVEY CONTROL KS1116 ___________________________________________________________________ KS1116* NAD 83(1986)- 39 49 12. (N) 121 51 06. (W) SCALED KS1116* NAVD 88 - 98.832 (meters) 324.25 (feet) ADJUSTED KS1116 ___________________________________________________________________ KS1116 GEOID HEIGHT- -27.30 (meters) GEOID03 KS1116 DYNAMIC HT - 98.780 (meters) 324.08 (feet) COMP KS1116 MODELED GRAV- 980,109.2 (mgal) NAVD 88 KS1116 KS1116 VERT ORDER - SECOND CLASS 0 KS1116 KS1116.The horizontal coordinates were scaled from a topographic map and have KS1116.an estimated accuracy of +/- 6 seconds. KS1116 KS1116.The orthometric height was determined by differential leveling KS1116.and adjusted by the National Geodetic Survey in June 1991. KS1116 KS1116.The geoid height was determined by GEOID03. KS1116 KS1116.The dynamic height is computed by dividing the NAVD 88 KS1116.geopotential number by the normal gravity value computed on the KS1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1116.degrees latitude (g = 980.6199 gals.). KS1116 KS1116.The modeled gravity was interpolated from observed gravity values. KS1116 KS1116; North East Units Estimated Accuracy KS1116;SPC CA 2 - 739,050. 2,012,700. MT (+/- 180 meters Scaled) KS1116 KS1116 SUPERSEDED SURVEY CONTROL KS1116 KS1116 NGVD 29 (??/??/??) 98.118 (m) 321.91 (f) ADJUSTED 2 0 KS1116 KS1116.Superseded values are not recommended for survey control. KS1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1116.See file dsdata.txt to determine how the superseded data were derived. KS1116 KS1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK982084(NAD 83) KS1116_MARKER: DR = REFERENCE MARK DISK KS1116_SETTING: 66 = SET IN ROCK OUTCROP KS1116_STAMPING: TOP-C NO 2 1961 KS1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1116+STABILITY: POSITION/ELEVATION WELL KS1116 KS1116 HISTORY - Date Condition Report By KS1116 HISTORY - 1961 MONUMENTED CGS KS1116 KS1116 STATION DESCRIPTION KS1116 KS1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 KS1116'6 MI N FROM CHICO. KS1116'2 MILES NORTHWEST ON U.S. HIGHWAY 99E FROM THE JUNCTION OF U.S. KS1116'HIGHWAY 99E AND STATE HIGHWAY 32 IN CHICO, THENCE 5.05 MILES KS1116'EAST AND NORTH ON COHASSET HIGHWAY, THENCE 0.15 MILE WEST TO THE KS1116'ENTRANCE TO THE TITAN MISSILE SITE, THENCE TO THE NORTHEAST KS1116'CORNER OF THE AREA AND THE MARK. IT IS CEMENTED IN A DRILL HOLE KS1116'IN A 2 BY 5 FOOT BOULDER FLUSH WITH THE GROUND, 67.09 FEET EAST KS1116'OF THE STATION, 9 FEET EAST OF A NORTH-SOUTH FENCE AND 4 FEET KS1116'SOUTHWEST OF A TRIANGULAR BLAZED TREE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1148 *********************************************************************** KS1148 DESIGNATION - TT 11 C USGS KS1148 PID - KS1148 KS1148 STATE/COUNTY- CA/BUTTE KS1148 USGS QUAD - NELSON (1976) KS1148 KS1148 *CURRENT SURVEY CONTROL KS1148 ___________________________________________________________________ KS1148* NAD 83(1986)- 39 37 10. (N) 121 46 51. (W) SCALED KS1148* NAVD 88 - 42.61 (+/-2cm) 139.8 (feet) VERTCON KS1148 ___________________________________________________________________ KS1148 GEOID HEIGHT- -27.60 (meters) GEOID03 KS1148 KS1148 VERT ORDER - FIRST CLASS II (See Below) KS1148 KS1148.The horizontal coordinates were scaled from a topographic map and have KS1148.an estimated accuracy of +/- 6 seconds. KS1148 KS1148.The NAVD 88 height was computed by applying the VERTCON shift value to KS1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1148.The vertical order pertains to the NGVD 29 superseded value. KS1148 KS1148.The geoid height was determined by GEOID03. KS1148 KS1148; North East Units Estimated Accuracy KS1148;SPC CA 2 - 716,800. 2,018,820. MT (+/- 180 meters Scaled) KS1148 KS1148 SUPERSEDED SURVEY CONTROL KS1148 KS1148 NGVD 29 (??/??/??) 41.903 (m) 137.48 (f) ADJUSTED 1 2 KS1148 KS1148.Superseded values are not recommended for survey control. KS1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1148.See file dsdata.txt to determine how the superseded data were derived. KS1148 KS1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ046862(NAD 83) KS1148_MARKER: DD = SURVEY DISK KS1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1148_STAMPING: TT 11 C 1947 KS1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1148+STABILITY: SURFACE MOTION KS1148 KS1148 HISTORY - Date Condition Report By KS1148 HISTORY - 1947 MONUMENTED USGS KS1148 HISTORY - 1948 GOOD NGS KS1148 HISTORY - 20040323 MARK NOT FOUND CADT KS1148 KS1148 STATION DESCRIPTION KS1148 KS1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1148'2.1 MI S FROM DURHAM. KS1148'2.1 MILES SOUTH ALONG THE SACRAMENTO NORTHERN RAILWAY FROM THE KS1148'STATION AT DURHAM, AT A DIRT ROAD CROSSING, AT A POINT WHERE KS1148'A POWER LINE CROSSES THE RAILROAD, 45.8 FEET SOUTHWEST OF THE KS1148'SOUTHWEST RAIL, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE KS1148'DIRT ROAD, 16 1/2 FEET WEST OF TELEPHONE POLE 65, 12.0 FEET KS1148'SOUTHEAST OF A FENCE CORNER, 1.9 FEET NORTHEAST OF A FENCE, 1.2 KS1148'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE KS1148'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KS1148 KS1148 STATION RECOVERY (2004) KS1148 KS1148'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1148'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0146 *********************************************************************** KT0146 DESIGNATION - TT 32 C USGS KT0146 PID - KT0146 KT0146 STATE/COUNTY- CA/GLENN KT0146 USGS QUAD - WILLOWS (1969) KT0146 KT0146 *CURRENT SURVEY CONTROL KT0146 ___________________________________________________________________ KT0146* NAD 83(1986)- 39 37 29. (N) 122 15 00. (W) SCALED KT0146* NAVD 88 - 59.14 (+/-2cm) 194.0 (feet) VERTCON KT0146 ___________________________________________________________________ KT0146 GEOID HEIGHT- -28.86 (meters) GEOID03 KT0146 KT0146 VERT ORDER - FIRST CLASS II (See Below) KT0146 KT0146.The horizontal coordinates were scaled from a topographic map and have KT0146.an estimated accuracy of +/- 6 seconds. KT0146 KT0146.The NAVD 88 height was computed by applying the VERTCON shift value to KT0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0146.The vertical order pertains to the NGVD 29 superseded value. KT0146 KT0146.The geoid height was determined by GEOID03. KT0146 KT0146; North East Units Estimated Accuracy KT0146;SPC CA 2 - 717,390. 1,978,540. MT (+/- 180 meters Scaled) KT0146 KT0146 SUPERSEDED SURVEY CONTROL KT0146 KT0146 NGVD 29 (??/??/92) 58.388 (m) 191.56 (f) ADJ UNCH 1 2 KT0146 KT0146.Superseded values are not recommended for survey control. KT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0146.See file dsdata.txt to determine how the superseded data were derived. KT0146 KT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ643863(NAD 83) KT0146_MARKER: DD = SURVEY DISK KT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0146_STAMPING: TT 32 C 1947 KT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0146+STABILITY: SURFACE MOTION KT0146 KT0146 HISTORY - Date Condition Report By KT0146 HISTORY - 1947 MONUMENTED USGS KT0146 HISTORY - 1949 GOOD NGS KT0146 KT0146 STATION DESCRIPTION KT0146 KT0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0146'9.7 MI N FROM WILLOWS. KT0146'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0146'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 7 MILES KT0146'NORTH ALONG COUNTY ROAD D, AT A T INTERSECTION OF THE ROADS, KT0146'58 FEET WEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, KT0146'16 FEET SOUTH OF TELEPHONE POLE NO. 78-14, 2.5 FEET NORTHEAST OF KT0146'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0146'0.8 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0163 *********************************************************************** KT0163 DESIGNATION - TT 39 C USGS KT0163 PID - KT0163 KT0163 STATE/COUNTY- CA/GLENN KT0163 USGS QUAD - WILLOWS (1969) KT0163 KT0163 *CURRENT SURVEY CONTROL KT0163 ___________________________________________________________________ KT0163* NAD 83(1986)- 39 31 27. (N) 122 12 45. (W) SCALED KT0163* NAVD 88 - 42.65 (+/-2cm) 139.9 (feet) VERTCON KT0163 ___________________________________________________________________ KT0163 GEOID HEIGHT- -28.98 (meters) GEOID03 KT0163 KT0163 VERT ORDER - FIRST CLASS II (See Below) KT0163 KT0163.The horizontal coordinates were scaled from a topographic map and have KT0163.an estimated accuracy of +/- 6 seconds. KT0163 KT0163.The NAVD 88 height was computed by applying the VERTCON shift value to KT0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0163.The vertical order pertains to the NGVD 29 superseded value. KT0163 KT0163.The geoid height was determined by GEOID03. KT0163 KT0163; North East Units Estimated Accuracy KT0163;SPC CA 2 - 706,220. 1,981,730. MT (+/- 180 meters Scaled) KT0163 KT0163 SUPERSEDED SURVEY CONTROL KT0163 KT0163 NGVD 29 (??/??/92) 41.90 (m) 137.5 (f) COMPUTED 1 2 KT0163 KT0163.Superseded values are not recommended for survey control. KT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0163.See file dsdata.txt to determine how the superseded data were derived. KT0163 KT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ676752(NAD 83) KT0163_MARKER: DD = SURVEY DISK KT0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0163_STAMPING: TT 39 C 1947 KT0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0163+STABILITY: SURFACE MOTION KT0163 KT0163 HISTORY - Date Condition Report By KT0163 HISTORY - 1947 MONUMENTED USGS KT0163 HISTORY - 1949 GOOD NGS KT0163 HISTORY - 1967 MARK NOT FOUND NGS KT0163 KT0163 STATION DESCRIPTION KT0163 KT0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0163'0.8 MI W FROM WILLOWS. KT0163'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0163'WILLOWS, THENCE 0.5 MILE WEST ALONG COUNTY ROAD NO. 50, AT A KT0163'T ROAD INTERSECTION, 85 FEET EAST OF A TELEPHONE POLE, 63 KT0163'FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE KT0163'ROADS, 23 FEET WEST OF A FENCE CORNER, 1.4 FEET SOUTH OF THE KT0163'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0163'0.6 FOOT ABOVE THE GROUND. KT0163 KT0163 STATION RECOVERY (1967) KT0163 KT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0163'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0139 *********************************************************************** KT0139 DESIGNATION - TT 40 C USGS KT0139 PID - KT0139 KT0139 STATE/COUNTY- CA/GLENN KT0139 USGS QUAD - WILLOWS (1969) KT0139 KT0139 *CURRENT SURVEY CONTROL KT0139 ___________________________________________________________________ KT0139* NAD 83(1986)- 39 31 28. (N) 122 14 57. (W) SCALED KT0139* NAVD 88 - 47.81 (+/-2cm) 156.9 (feet) VERTCON KT0139 ___________________________________________________________________ KT0139 GEOID HEIGHT- -29.06 (meters) GEOID03 KT0139 KT0139 VERT ORDER - FIRST CLASS II (See Below) KT0139 KT0139.The horizontal coordinates were scaled from a topographic map and have KT0139.an estimated accuracy of +/- 6 seconds. KT0139 KT0139.The NAVD 88 height was computed by applying the VERTCON shift value to KT0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0139.The vertical order pertains to the NGVD 29 superseded value. KT0139 KT0139.The geoid height was determined by GEOID03. KT0139 KT0139; North East Units Estimated Accuracy KT0139;SPC CA 2 - 706,260. 1,978,580. MT (+/- 180 meters Scaled) KT0139 KT0139 SUPERSEDED SURVEY CONTROL KT0139 KT0139 NGVD 29 (??/??/92) 47.063 (m) 154.41 (f) ADJ UNCH 1 2 KT0139 KT0139.Superseded values are not recommended for survey control. KT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0139.See file dsdata.txt to determine how the superseded data were derived. KT0139 KT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ645752(NAD 83) KT0139_MARKER: DD = SURVEY DISK KT0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0139_STAMPING: TT 40 C 1947 KT0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0139+STABILITY: SURFACE MOTION KT0139 KT0139 HISTORY - Date Condition Report By KT0139 HISTORY - 1947 MONUMENTED USGS KT0139 HISTORY - 1967 GOOD NGS KT0139 KT0139 STATION DESCRIPTION KT0139 KT0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0139'1.8 MI W FROM WILLOWS. KT0139'1.75 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS OVER KT0139'INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE NORTHWEST CORNER OF THE KT0139'JUNCTION OF COUNTY ROAD D, 36 FEET NORTH OF THE CENTER LINE OF THE KT0139'ROAD, 32 FEET WEST OF THE CENTER LINE OF COUNTY ROAD D, 49.3 FEET KT0139'SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 3 FEET KT0139'NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 7 FEET NORTHWEST KT0139'OF POWER POLE 85-11 04200, ABOUT LEVEL WITH THE ROAD, AND SET IN KT0139'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0819 *********************************************************************** KT0819 DESIGNATION - U 1067 KT0819 PID - KT0819 KT0819 STATE/COUNTY- CA/GLENN KT0819 USGS QUAD - NEWVILLE (1973) KT0819 KT0819 *CURRENT SURVEY CONTROL KT0819 ___________________________________________________________________ KT0819* NAD 83(1986)- 39 45 44. (N) 122 31 47. (W) SCALED KT0819* NAVD 88 - 253.96 (+/-2cm) 833.2 (feet) VERTCON KT0819 ___________________________________________________________________ KT0819 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0819 KT0819 VERT ORDER - FIRST CLASS II (See Below) KT0819 KT0819.The horizontal coordinates were scaled from a topographic map and have KT0819.an estimated accuracy of +/- 6 seconds. KT0819 KT0819.The NAVD 88 height was computed by applying the VERTCON shift value to KT0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0819.The vertical order pertains to the NGVD 29 superseded value. KT0819 KT0819.The geoid height was determined by GEOID03. KT0819 KT0819; North East Units Estimated Accuracy KT0819;SPC CA 2 - 732,760. 1,954,610. MT (+/- 180 meters Scaled) KT0819 KT0819 SUPERSEDED SURVEY CONTROL KT0819 KT0819 NGVD 29 (??/??/92) 253.107 (m) 830.40 (f) ADJ UNCH 1 2 KT0819 KT0819.Superseded values are not recommended for survey control. KT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0819.See file dsdata.txt to determine how the superseded data were derived. KT0819 KT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK402014(NAD 83) KT0819_MARKER: DB = BENCH MARK DISK KT0819_SETTING: 80 = SET IN A BOULDER KT0819_STAMPING: U 1067 1966 KT0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0819+STABILITY: SURFACE MOTION KT0819 KT0819 HISTORY - Date Condition Report By KT0819 HISTORY - 1966 MONUMENTED CGS KT0819 KT0819 STATION DESCRIPTION KT0819 KT0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0819'12.4 MI N FROM ELK CREEK. KT0819'11.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0819'AT ELK CREEK, THENCE 0.85 MILES NORTH ALONG A TRACK ROAD ALONG KT0819'THE WEST SIDE OF A ROCKY RIDGE, IN THE TOP OF THE WEST END OF KT0819'A LARGE BOULDER PROJECTING ABOUT 3 1/2 FEET, 32 FEET WEST OF THE KT0819'CENTER LINE OF THE ROAD, 95 FEET NORTH OF THE CENTER OF THE KT0819'WEST END OF AN 18-INCH PIPE CULVERT, 7.1 FEET EAST OF A FENCE, KT0819'10.9 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3 1/2 FEET KT0819'LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0116 *********************************************************************** KT0116 DESIGNATION - U 1078 KT0116 PID - KT0116 KT0116 STATE/COUNTY- CA/GLENN KT0116 USGS QUAD - STONE VALLEY (1969) KT0116 KT0116 *CURRENT SURVEY CONTROL KT0116 ___________________________________________________________________ KT0116* NAD 83(1986)- 39 31 51. (N) 122 19 36. (W) SCALED KT0116* NAVD 88 - 93.99 (+/-2cm) 308.4 (feet) VERTCON KT0116 ___________________________________________________________________ KT0116 GEOID HEIGHT- -29.17 (meters) GEOID03 KT0116 KT0116 VERT ORDER - FIRST CLASS II (See Below) KT0116 KT0116.The horizontal coordinates were scaled from a topographic map and have KT0116.an estimated accuracy of +/- 6 seconds. KT0116 KT0116.The NAVD 88 height was computed by applying the VERTCON shift value to KT0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0116.The vertical order pertains to the NGVD 29 superseded value. KT0116 KT0116.The geoid height was determined by GEOID03. KT0116 KT0116; North East Units Estimated Accuracy KT0116;SPC CA 2 - 706,990. 1,971,920. MT (+/- 180 meters Scaled) KT0116 KT0116 SUPERSEDED SURVEY CONTROL KT0116 KT0116 NGVD 29 (??/??/92) 93.223 (m) 305.85 (f) ADJ UNCH 1 2 KT0116 KT0116.Superseded values are not recommended for survey control. KT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0116.See file dsdata.txt to determine how the superseded data were derived. KT0116 KT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ578759(NAD 83) KT0116_MARKER: DB = BENCH MARK DISK KT0116_SETTING: 66 = SET IN ROCK OUTCROP KT0116_STAMPING: U 1078 1967 KT0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0116+STABILITY: POSITION/ELEVATION WELL KT0116 KT0116 HISTORY - Date Condition Report By KT0116 HISTORY - 1967 MONUMENTED CGS KT0116 KT0116 STATION DESCRIPTION KT0116 KT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0116'6 MI W FROM WILLOWS. KT0116'6.05 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0116'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT A DEEP CUT, IN THE TOP OF KT0116'A 1- BY 6-FOOT OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT, 71 FEET KT0116'SOUTH OF THE CENTER LINE OF THE ROAD, 43 FEET SOUTH-SOUTHWEST KT0116'OF THE WEST END OF A GATE, 39 FEET SOUTHWEST OF THE CENTER LINE KT0116'OF A TRACK ROAD SOUTHEAST, 38.0 FEET SOUTH OF A FENCE, 38.2 FEET KT0116'SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1925 *********************************************************************** KS1925 DESIGNATION - U 1430 KS1925 PID - KS1925 KS1925 STATE/COUNTY- CA/BUTTE KS1925 USGS QUAD - NORD (1969) KS1925 KS1925 *CURRENT SURVEY CONTROL KS1925 ___________________________________________________________________ KS1925* NAD 83(1986)- 39 47 25. (N) 121 53 27. (W) SCALED KS1925* NAVD 88 - 54.823 (meters) 179.87 (feet) ADJUSTED KS1925 ___________________________________________________________________ KS1925 GEOID HEIGHT- -27.46 (meters) GEOID03 KS1925 DYNAMIC HT - 54.795 (meters) 179.77 (feet) COMP KS1925 MODELED GRAV- 980,126.0 (mgal) NAVD 88 KS1925 KS1925 VERT ORDER - FIRST CLASS II KS1925 KS1925.The horizontal coordinates were scaled from a topographic map and have KS1925.an estimated accuracy of +/- 6 seconds. KS1925 KS1925.The orthometric height was determined by differential leveling KS1925.and adjusted by the National Geodetic Survey in June 1991. KS1925 KS1925.The geoid height was determined by GEOID03. KS1925 KS1925.The dynamic height is computed by dividing the NAVD 88 KS1925.geopotential number by the normal gravity value computed on the KS1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1925.degrees latitude (g = 980.6199 gals.). KS1925 KS1925.The modeled gravity was interpolated from observed gravity values. KS1925 KS1925; North East Units Estimated Accuracy KS1925;SPC CA 2 - 735,750. 2,009,350. MT (+/- 180 meters Scaled) KS1925 KS1925 SUPERSEDED SURVEY CONTROL KS1925 KS1925.No superseded survey control is available for this station. KS1925 KS1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK949050(NAD 83) KS1925_MARKER: I = METAL ROD KS1925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1925_STAMPING: U 1430 1988 KS1925_MARK LOGO: NGS KS1925_PROJECTION: FLUSH KS1925_MAGNETIC: I = MARKER IS A STEEL ROD KS1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1925+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1925_ROD/PIPE-DEPTH: 3.4 meters KS1925 KS1925 HISTORY - Date Condition Report By KS1925 HISTORY - 1988 MONUMENTED NGS KS1925 HISTORY - 20040323 GOOD CADT KS1925 KS1925 STATION DESCRIPTION KS1925 KS1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1925'7.2 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1925'JUNCTION OF 1ST AVENUE IN CHICO, AT A JOG IN A RIGHT-OF-WAY FENCE, KS1925'45.2 M (148.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.5 M KS1925'(60.7 FT) SOUTHEAST OF THE CENTERLINE OF GARDNER LANE, 2.5 M (8.2 FT) KS1925'EAST OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE LANE, KS1925'0.7 M (2.3 FT) NORTH OF A FENCE CORNER, AND 0.3 M (1.0 FT) WEST OF A KS1925'WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A KS1925'5-INCH LOGO CAP. KS1925 KS1925 STATION RECOVERY (2004) KS1925 KS1925'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1925'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1955 *********************************************************************** KS1955 DESIGNATION - U 1434 KS1955 PID - KS1955 KS1955 STATE/COUNTY- CA/BUTTE KS1955 USGS QUAD - BIGGS (1970) KS1955 KS1955 *CURRENT SURVEY CONTROL KS1955 ___________________________________________________________________ KS1955* NAD 83(1986)- 39 28 48. (N) 121 44 40. (W) SCALED KS1955* NAVD 88 - 31.490 (meters) 103.31 (feet) ADJUSTED KS1955 ___________________________________________________________________ KS1955 GEOID HEIGHT- -28.07 (meters) GEOID03 KS1955 DYNAMIC HT - 31.474 (meters) 103.26 (feet) COMP KS1955 MODELED GRAV- 980,104.3 (mgal) NAVD 88 KS1955 KS1955 VERT ORDER - FIRST CLASS II KS1955 KS1955.The horizontal coordinates were scaled from a topographic map and have KS1955.an estimated accuracy of +/- 6 seconds. KS1955 KS1955.The orthometric height was determined by differential leveling KS1955.and adjusted by the National Geodetic Survey in June 1991. KS1955 KS1955.The geoid height was determined by GEOID03. KS1955 KS1955.The dynamic height is computed by dividing the NAVD 88 KS1955.geopotential number by the normal gravity value computed on the KS1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1955.degrees latitude (g = 980.6199 gals.). KS1955 KS1955.The modeled gravity was interpolated from observed gravity values. KS1955 KS1955; North East Units Estimated Accuracy KS1955;SPC CA 2 - 701,320. 2,021,990. MT (+/- 180 meters Scaled) KS1955 KS1955 SUPERSEDED SURVEY CONTROL KS1955 KS1955.No superseded survey control is available for this station. KS1955 KS1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ079707(NAD 83) KS1955_MARKER: I = METAL ROD KS1955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1955_STAMPING: U 1434 1988 KS1955_MARK LOGO: NGS KS1955_PROJECTION: FLUSH KS1955_MAGNETIC: I = MARKER IS A STEEL ROD KS1955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1955+STABILITY: POSITION/ELEVATION WELL KS1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1955+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1955_ROD/PIPE-DEPTH: 4.6 meters KS1955 KS1955 HISTORY - Date Condition Report By KS1955 HISTORY - 1988 MONUMENTED NGS KS1955 HISTORY - 20040323 GOOD CADT KS1955 KS1955 STATION DESCRIPTION KS1955 KS1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1955'1.7 KM (1.05 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1955'THE JUNCTION OF RICHVALE HIGHWAY IN RICHVALE, THENCE 0.6 KM (0.35 MI) KS1955'WEST ALONG A FARM ROAD ALONG THE NORTH SIDE OF THE BIGGS EXTENSION KS1955'CANAL, OR 0.2 KM (0.10 MI) WESTERLY ALONG ALONG RICHVALE HIGHWAY FROM KS1955'THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN RICHVALE, THENCE 1.6 KS1955'KM (1.00 MI) SOUTHERLY ALONG RICHVALE SOUTH HIGHWAY, 12.0 M (39.4 FT) KS1955'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT) SOUTH OF THE KS1955'CENTER OF THE FARM ROAD, 0.4 M (1.3 FT) NORTH OF A UTILITY POLE WITH A KS1955'GUY WIRE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO KS1955'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1955 KS1955 STATION RECOVERY (2004) KS1955 KS1955'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1955'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0044 *********************************************************************** KT0044 DESIGNATION - U 199 KT0044 PID - KT0044 KT0044 STATE/COUNTY- CA/GLENN KT0044 USGS QUAD - WILLOWS (1969) KT0044 KT0044 *CURRENT SURVEY CONTROL KT0044 ___________________________________________________________________ KT0044* NAD 83(1986)- 39 37 26. (N) 122 11 38. (W) SCALED KT0044* NAVD 88 - 51.53 (+/-2cm) 169.1 (feet) VERTCON KT0044 ___________________________________________________________________ KT0044 GEOID HEIGHT- -28.70 (meters) GEOID03 KT0044 KT0044 VERT ORDER - SECOND CLASS 0 (See Below) KT0044 KT0044.The horizontal coordinates were scaled from a topographic map and have KT0044.an estimated accuracy of +/- 6 seconds. KT0044 KT0044.The NAVD 88 height was computed by applying the VERTCON shift value to KT0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0044.The vertical order pertains to the NGVD 29 superseded value. KT0044 KT0044.The geoid height was determined by GEOID03. KT0044 KT0044; North East Units Estimated Accuracy KT0044;SPC CA 2 - 717,290. 1,983,350. MT (+/- 180 meters Scaled) KT0044 KT0044 SUPERSEDED SURVEY CONTROL KT0044 KT0044 NGVD 29 (??/??/92) 50.785 (m) 166.62 (f) ADJ UNCH 2 0 KT0044 KT0044.Superseded values are not recommended for survey control. KT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0044.See file dsdata.txt to determine how the superseded data were derived. KT0044 KT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ691863(NAD 83) KT0044_MARKER: DB = BENCH MARK DISK KT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0044_STAMPING: U 199 1935 KT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0044+STABILITY: SURFACE MOTION KT0044 KT0044 HISTORY - Date Condition Report By KT0044 HISTORY - 1935 MONUMENTED CGS KT0044 HISTORY - 1949 GOOD NGS KT0044 KT0044 STATION DESCRIPTION KT0044 KT0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0044'AT ARTOIS. KT0044'AT ARTOIS, ABOUT 0.2 MILE NORTH OF THE SOUTHERN PACIFIC CO. KT0044'RAILROAD STATION, 156 FEET SOUTH OF THE CENTER OF ROAD CROSSING KT0044'157.0, 149 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARLINGAR KT0044'WAREHOUSE BUILDING, 43 FEET EAST OF THE CENTER LINE OF A PAVED ROAD KT0044'PARALLELING THE TRACK, 31.6 FEET WEST OF THE WEST RAIL, 3.6 FEET KT0044'EAST OF MILEPOST 157, 1.3 FEET WEST OF A WITNESS POST, ABOUT 2 KT0044'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST KT0044'PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0515 *********************************************************************** KT0515 DESIGNATION - U 226 KT0515 PID - KT0515 KT0515 STATE/COUNTY- CA/GLENN KT0515 USGS QUAD - PRINCETON (1973) KT0515 KT0515 *CURRENT SURVEY CONTROL KT0515 ___________________________________________________________________ KT0515* NAD 83(1986)- 39 29 42. (N) 122 01 11. (W) SCALED KT0515* NAVD 88 - 28.23 (+/-2cm) 92.6 (feet) VERTCON KT0515 ___________________________________________________________________ KT0515 GEOID HEIGHT- -28.50 (meters) GEOID03 KT0515 KT0515 VERT ORDER - FIRST CLASS II (See Below) KT0515 KT0515.The horizontal coordinates were scaled from a topographic map and have KT0515.an estimated accuracy of +/- 6 seconds. KT0515 KT0515.The NAVD 88 height was computed by applying the VERTCON shift value to KT0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0515.The vertical order pertains to the NGVD 29 superseded value. KT0515 KT0515.The geoid height was determined by GEOID03. KT0515 KT0515; North East Units Estimated Accuracy KT0515;SPC CA 2 - 702,960. 1,998,300. MT (+/- 180 meters Scaled) KT0515 KT0515 SUPERSEDED SURVEY CONTROL KT0515 KT0515 NGVD 29 (??/??/92) 27.499 (m) 90.22 (f) ADJ UNCH 1 2 KT0515 KT0515.Superseded values are not recommended for survey control. KT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0515.See file dsdata.txt to determine how the superseded data were derived. KT0515 KT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ842721(NAD 83) KT0515_MARKER: DB = BENCH MARK DISK KT0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0515_STAMPING: U 226 1935 KT0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0515+STABILITY: SURFACE MOTION KT0515 KT0515 HISTORY - Date Condition Report By KT0515 HISTORY - 1935 MONUMENTED CGS KT0515 HISTORY - 1949 GOOD NGS KT0515 KT0515 STATION DESCRIPTION KT0515 KT0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0515'2 MI S FROM GLENN. KT0515'0.1 MILE EAST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0515'SCHOOL AT GLENN, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY KT0515'45, ABOUT 60 YARDS SOUTH OF A T JUNCTION OF A GRAVEL ROAD KT0515'LEADING SOUTH, 76.0 FEET NORTH OF THE NORTH END OF THE EAST HEAD KT0515'WALL OF CULVERT B607-50, 44 1/2 FEET NORTH OF TELEPHONE POLE KT0515'400, 33.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET KT0515'SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE HIGHWAY, KT0515'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT KT0515'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0110 *********************************************************************** KT0110 DESIGNATION - U 276 KT0110 PID - KT0110 KT0110 STATE/COUNTY- CA/GLENN KT0110 USGS QUAD - JULIAN ROCKS (1973) KT0110 KT0110 *CURRENT SURVEY CONTROL KT0110 ___________________________________________________________________ KT0110* NAD 83(1986)- 39 40 50. (N) 122 29 50. (W) SCALED KT0110* NAVD 88 - 190.59 (+/-2cm) 625.3 (feet) VERTCON KT0110 ___________________________________________________________________ KT0110 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0110 KT0110 VERT ORDER - SECOND CLASS 0 (See Below) KT0110 KT0110.The horizontal coordinates were scaled from a topographic map and have KT0110.an estimated accuracy of +/- 6 seconds. KT0110 KT0110.The NAVD 88 height was computed by applying the VERTCON shift value to KT0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0110.The vertical order pertains to the NGVD 29 superseded value. KT0110 KT0110.The geoid height was determined by GEOID03. KT0110 KT0110; North East Units Estimated Accuracy KT0110;SPC CA 2 - 723,680. 1,957,350. MT (+/- 180 meters Scaled) KT0110 KT0110 SUPERSEDED SURVEY CONTROL KT0110 KT0110 NGVD 29 (??/??/92) 189.755 (m) 622.55 (f) ADJ UNCH 2 0 KT0110 KT0110.Superseded values are not recommended for survey control. KT0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0110.See file dsdata.txt to determine how the superseded data were derived. KT0110 KT0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ431924(NAD 83) KT0110_MARKER: DB = BENCH MARK DISK KT0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0110_STAMPING: U 276 1935 KT0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0110+STABILITY: SURFACE MOTION KT0110 KT0110 HISTORY - Date Condition Report By KT0110 HISTORY - 1935 MONUMENTED CGS KT0110 HISTORY - 1942 GOOD NGS KT0110 KT0110 STATION DESCRIPTION KT0110 KT0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KT0110'6.9 MI NE FROM ELK CREEK. KT0110'6.9 MILES NORTHEAST ALONG A ROAD AND A TRAIL FROM ELK CREEK, GLENN KT0110'COUNTY, ABOUT 200 YARDS SOUTH OF A RANCH HOUSE, 126 FEET NORTHWEST KT0110'OF THE NORTHWEST CORNER OF A BARN, AT THE NORTH END OF A DRIVE KT0110'GATE, 34 FEET SOUTH OF THE CORNER POST, 1.5 FEET NORTHEAST OF A KT0110'FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD KT0110'DISK, STAMPED U 276 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0216 *********************************************************************** KT0216 DESIGNATION - U 380 KT0216 PID - KT0216 KT0216 STATE/COUNTY- CA/GLENN KT0216 USGS QUAD - BLACK BUTTE DAM (1973) KT0216 KT0216 *CURRENT SURVEY CONTROL KT0216 ___________________________________________________________________ KT0216* NAD 83(1986)- 39 46 11. (N) 122 15 21. (W) SCALED KT0216* NAVD 88 - 93.38 (+/-2cm) 306.4 (feet) VERTCON KT0216 ___________________________________________________________________ KT0216 GEOID HEIGHT- -28.71 (meters) GEOID03 KT0216 KT0216 VERT ORDER - SECOND CLASS 0 (See Below) KT0216 KT0216.The horizontal coordinates were scaled from a topographic map and have KT0216.an estimated accuracy of +/- 6 seconds. KT0216 KT0216.The NAVD 88 height was computed by applying the VERTCON shift value to KT0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0216.The vertical order pertains to the NGVD 29 superseded value. KT0216 KT0216.The geoid height was determined by GEOID03. KT0216 KT0216; North East Units Estimated Accuracy KT0216;SPC CA 2 - 733,490. 1,978,080. MT (+/- 180 meters Scaled) KT0216 KT0216 SUPERSEDED SURVEY CONTROL KT0216 KT0216 NGVD 29 (??/??/92) 92.618 (m) 303.86 (f) ADJ UNCH 2 0 KT0216 KT0216.Superseded values are not recommended for survey control. KT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0216.See file dsdata.txt to determine how the superseded data were derived. KT0216 KT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK637024(NAD 83) KT0216_MARKER: DB = BENCH MARK DISK KT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0216_STAMPING: U 380 1949 KT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0216+STABILITY: SURFACE MOTION KT0216 KT0216 HISTORY - Date Condition Report By KT0216 HISTORY - 1949 MONUMENTED CGS KT0216 KT0216 STATION DESCRIPTION KT0216 KT0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0216'3.8 MI NW FROM ORLAND. KT0216'3.8 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0216'PACIFIC CO. RAILROAD STATION AT ORLAND, 148 FEET SOUTHEAST OF KT0216'THE CENTER OF A BRIDGE OVER SOUTH CANAL, 124 FEET SOUTHEAST OF KT0216'THE CENTER LINE OF A DRIVEWAY LEADING NORTHEAST TO A FARMHOUSE, KT0216'37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET KT0216'EAST OF A POWER LINE POLE, 1.6 FEET SOUTHWEST OF A FENCE, 1.6 KT0216'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND KT0216'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE KT0216'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1135 *********************************************************************** KS1135 DESIGNATION - U 846 KS1135 PID - KS1135 KS1135 STATE/COUNTY- CA/BUTTE KS1135 USGS QUAD - NELSON (1976) KS1135 KS1135 *CURRENT SURVEY CONTROL KS1135 ___________________________________________________________________ KS1135* NAD 83(1986)- 39 36 36. (N) 121 47 09. (W) SCALED KS1135* NAVD 88 - 41.891 (meters) 137.44 (feet) ADJUSTED KS1135 ___________________________________________________________________ KS1135 GEOID HEIGHT- -27.63 (meters) GEOID03 KS1135 DYNAMIC HT - 41.869 (meters) 137.37 (feet) COMP KS1135 MODELED GRAV- 980,124.7 (mgal) NAVD 88 KS1135 KS1135 VERT ORDER - FIRST CLASS II KS1135 KS1135.The horizontal coordinates were scaled from a topographic map and have KS1135.an estimated accuracy of +/- 6 seconds. KS1135 KS1135.The orthometric height was determined by differential leveling KS1135.and adjusted by the National Geodetic Survey in June 1991. KS1135 KS1135.The geoid height was determined by GEOID03. KS1135 KS1135.The dynamic height is computed by dividing the NAVD 88 KS1135.geopotential number by the normal gravity value computed on the KS1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1135.degrees latitude (g = 980.6199 gals.). KS1135 KS1135.The modeled gravity was interpolated from observed gravity values. KS1135 KS1135; North East Units Estimated Accuracy KS1135;SPC CA 2 - 715,750. 2,018,390. MT (+/- 180 meters Scaled) KS1135 KS1135 SUPERSEDED SURVEY CONTROL KS1135 KS1135 NGVD 29 (??/??/??) 41.179 (m) 135.10 (f) ADJUSTED 1 2 KS1135 KS1135.Superseded values are not recommended for survey control. KS1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1135.See file dsdata.txt to determine how the superseded data were derived. KS1135 KS1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ042851(NAD 83) KS1135_MARKER: DB = BENCH MARK DISK KS1135_SETTING: 30 = CULVERT KS1135_STAMPING: U 846 1948 KS1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1135+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1135 KS1135 HISTORY - Date Condition Report By KS1135 HISTORY - 1948 MONUMENTED CGS KS1135 HISTORY - 20040323 GOOD CADT KS1135 KS1135 STATION DESCRIPTION KS1135 KS1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1135'2.5 MI SE FROM DURHAM. KS1135'ABOUT 2.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD KS1135'FROM THE STATION AT DURHAM, ABOUT 10 1/2 POLES SOUTHEAST OF KS1135'MILEPOST NO. 176, ABOUT 0.1 MILE NORTHWEST OF A LARGE BRIDGE KS1135'OVER DRY CREEK, 19.1 FEET EAST OF THE CENTER LINE OF U.S. KS1135'HIGHWAY NO. 99E, SET ON TOP AND AT THE SOUTHEAST END OF THE KS1135'EAST CONCRETE HEADWALL OF HIGHWAY CULVERT NO. C-446-50 AND KS1135'ABOUT 1 FOOT ABOVE THE ROAD. KS1135 KS1135 STATION RECOVERY (2004) KS1135 KS1135'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1135'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1121 *********************************************************************** KS1121 DESIGNATION - U 848 KS1121 PID - KS1121 KS1121 STATE/COUNTY- CA/BUTTE KS1121 USGS QUAD - CHICO (1978) KS1121 KS1121 *CURRENT SURVEY CONTROL KS1121 ___________________________________________________________________ KS1121* NAD 83(1986)- 39 43 26. (N) 121 51 38. (W) SCALED KS1121* NAVD 88 - 56.507 (meters) 185.39 (feet) ADJUSTED KS1121 ___________________________________________________________________ KS1121 GEOID HEIGHT- -27.48 (meters) GEOID03 KS1121 DYNAMIC HT - 56.479 (meters) 185.30 (feet) COMP KS1121 MODELED GRAV- 980,132.1 (mgal) NAVD 88 KS1121 KS1121 VERT ORDER - FIRST CLASS II KS1121 KS1121.The horizontal coordinates were scaled from a topographic map and have KS1121.an estimated accuracy of +/- 6 seconds. KS1121 KS1121.The orthometric height was determined by differential leveling KS1121.and adjusted by the National Geodetic Survey in June 1991. KS1121 KS1121.The geoid height was determined by GEOID03. KS1121 KS1121.The dynamic height is computed by dividing the NAVD 88 KS1121.geopotential number by the normal gravity value computed on the KS1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1121.degrees latitude (g = 980.6199 gals.). KS1121 KS1121.The modeled gravity was interpolated from observed gravity values. KS1121 KS1121; North East Units Estimated Accuracy KS1121;SPC CA 2 - 728,380. 2,011,960. MT (+/- 180 meters Scaled) KS1121 KS1121 SUPERSEDED SURVEY CONTROL KS1121 KS1121 NGVD 29 (??/??/??) 55.798 (m) 183.06 (f) ADJUSTED 1 2 KS1121 KS1121.Superseded values are not recommended for survey control. KS1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1121.See file dsdata.txt to determine how the superseded data were derived. KS1121 KS1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ976977(NAD 83) KS1121_MARKER: DB = BENCH MARK DISK KS1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1121_STAMPING: U 848 1948 KS1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1121+STABILITY: SURFACE MOTION KS1121 KS1121 HISTORY - Date Condition Report By KS1121 HISTORY - 1948 MONUMENTED CGS KS1121 HISTORY - 1986 GOOD USPSQD KS1121 HISTORY - 19880718 MARK NOT FOUND NGS KS1121 KS1121 STATION DESCRIPTION KS1121 KS1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1121'AT CHICO. KS1121'ABOUT 0.2 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1121'THE STATION AT CHICO, THENCE 0.6 MILE WEST ALONG 1 STREET LEADING KS1121'TO CHICO RANCHAERO AIRPORT, AT A POINT WHERE A POWER LINE CROSSES KS1121'1 STREET, AT THE NORTHEAST CORNER OF THE YARD OF THE CHAS. J. KS1121'AKENS FARM HOUSE, 20.3 FEET SOUTH OF THE CENTER LINE OF 1 STREET, KS1121'2.7 FEET NORTH OF THE NORTHEAST CORNER OF A HEDGE AROUND THE YARD, KS1121'1.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF TELEPHONE KS1121'POLES, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT KS1121'ABOVE THE GROUND. WITNESS POST SET 1.3 FOOT WEST OF THE STATION. KS1121 KS1121 STATION RECOVERY (1986) KS1121 KS1121'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1121'RECOVERED IN GOOD CONDITION. KS1121 KS1121 STATION RECOVERY (1988) KS1121 KS1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1121'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0504 *********************************************************************** KT0504 DESIGNATION - U 850 KT0504 PID - KT0504 KT0504 STATE/COUNTY- CA/COLUSA KT0504 USGS QUAD - MAXWELL (1994) KT0504 KT0504 *CURRENT SURVEY CONTROL KT0504 ___________________________________________________________________ KT0504* NAD 83(1986)- 39 21 47. (N) 122 13 47. (W) SCALED KT0504* NAVD 88 - 31.10 (+/-2cm) 102.0 (feet) VERTCON KT0504 ___________________________________________________________________ KT0504 GEOID HEIGHT- -29.41 (meters) GEOID03 KT0504 KT0504 VERT ORDER - FIRST CLASS II (See Below) KT0504 KT0504.The horizontal coordinates were scaled from a topographic map and have KT0504.an estimated accuracy of +/- 6 seconds. KT0504 KT0504.The NAVD 88 height was computed by applying the VERTCON shift value to KT0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0504.The vertical order pertains to the NGVD 29 superseded value. KT0504 KT0504.The geoid height was determined by GEOID03. KT0504 KT0504; North East Units Estimated Accuracy KT0504;SPC CA 2 - 688,340. 1,980,200. MT (+/- 180 meters Scaled) KT0504 KT0504 SUPERSEDED SURVEY CONTROL KT0504 KT0504 NGVD 29 (??/??/92) 30.346 (m) 99.56 (f) ADJ UNCH 1 2 KT0504 KT0504.Superseded values are not recommended for survey control. KT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0504.See file dsdata.txt to determine how the superseded data were derived. KT0504 KT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ663573(NAD 83) KT0504_MARKER: DB = BENCH MARK DISK KT0504_SETTING: 30 = CULVERT KT0504_STAMPING: U 850 1949 KT0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0504 KT0504 HISTORY - Date Condition Report By KT0504 HISTORY - 1949 MONUMENTED CGS KT0504 HISTORY - 20040427 GOOD CADT KT0504 KT0504 STATION DESCRIPTION KT0504 KT0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0504'7.7 MI NW FROM MAXWELL. KT0504'1.9 MILES NORTHWEST ALONG LEESVILLE ROAD FROM THE POST OFFICE KT0504'AT MAXWELL, THENCE 5.8 MILES NORTH ALONG DERMOTT ROAD, AT KT0504'THE INTERSECTION OF DERMOTT ROAD AND DIRKS ROAD, 55 FEET KT0504'SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, KT0504'12.5 FEET SOUTHEAST OF A FENCE CORNER, 8.5 FEET EAST OF A KT0504'FENCE LINE, AND SET IN THE CENTER OF THE SOUTHEAST CONCRETE KT0504'WINGWALL OF A CULVERT. KT0504 KT0504 STATION RECOVERY (2004) KT0504 KT0504'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0504'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0160 *********************************************************************** KT0160 DESIGNATION - U 851 KT0160 PID - KT0160 KT0160 STATE/COUNTY- CA/GLENN KT0160 USGS QUAD - WILLOWS (1969) KT0160 KT0160 *CURRENT SURVEY CONTROL KT0160 ___________________________________________________________________ KT0160* NAD 83(1986)- 39 31 05. (N) 122 13 06. (W) SCALED KT0160* NAVD 88 - 40.95 (+/-2cm) 134.4 (feet) VERTCON KT0160 ___________________________________________________________________ KT0160 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0160 KT0160 VERT ORDER - FIRST CLASS II (See Below) KT0160 KT0160.This mark is at Willows-Glenn County Airport (WLW) KT0160 KT0160.The horizontal coordinates were scaled from a topographic map and have KT0160.an estimated accuracy of +/- 6 seconds. KT0160 KT0160.The NAVD 88 height was computed by applying the VERTCON shift value to KT0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0160.The vertical order pertains to the NGVD 29 superseded value. KT0160 KT0160.The geoid height was determined by GEOID03. KT0160 KT0160; North East Units Estimated Accuracy KT0160;SPC CA 2 - 705,540. 1,981,230. MT (+/- 180 meters Scaled) KT0160 KT0160 SUPERSEDED SURVEY CONTROL KT0160 KT0160 NGVD 29 (??/??/92) 40.206 (m) 131.91 (f) ADJ UNCH 1 2 KT0160 KT0160.Superseded values are not recommended for survey control. KT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0160.See file dsdata.txt to determine how the superseded data were derived. KT0160 KT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ671745(NAD 83) KT0160_MARKER: DB = BENCH MARK DISK KT0160_SETTING: 36 = FOUNDATION KT0160_STAMPING: U 851 1949 KT0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0160 KT0160 HISTORY - Date Condition Report By KT0160 HISTORY - 1949 MONUMENTED CGS KT0160 HISTORY - 1967 GOOD NGS KT0160 KT0160 STATION DESCRIPTION KT0160 KT0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0160'0.2 MI W FROM WILLOWS. KT0160'0.15 MILE WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0160'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT WILLOWS AIRPORT, KT0160'0.4 MILE SOUTH OF BENCH MARK T 851 AND THE ENTRANCE, IN THE TOP KT0160'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A WIND KT0160'T, ABOUT 200 FEET NORTH OF AN EAST-WEST TAXIWAY WHICH IS BETWEEN KT0160'THE RUNWAYS, ABOUT MIDWAY BETWEEN THE NORTH-SOUTH RUNWAYS AND KT0160'THE NORTHWEST-SOUTHEAST RUNWAYS, AND ABOUT FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0891 *********************************************************************** KS0891 DESIGNATION - U 853 KS0891 PID - KS0891 KS0891 STATE/COUNTY- CA/BUTTE KS0891 USGS QUAD - BIGGS (1970) KS0891 KS0891 *CURRENT SURVEY CONTROL KS0891 ___________________________________________________________________ KS0891* NAD 83(1986)- 39 26 51. (N) 121 43 32. (W) SCALED KS0891* NAVD 88 - 30.501 (meters) 100.07 (feet) ADJUSTED KS0891 ___________________________________________________________________ KS0891 GEOID HEIGHT- -28.18 (meters) GEOID03 KS0891 DYNAMIC HT - 30.484 (meters) 100.01 (feet) COMP KS0891 MODELED GRAV- 980,093.3 (mgal) NAVD 88 KS0891 KS0891 VERT ORDER - FIRST CLASS II KS0891 KS0891.The horizontal coordinates were scaled from a topographic map and have KS0891.an estimated accuracy of +/- 6 seconds. KS0891 KS0891.The orthometric height was determined by differential leveling KS0891.and adjusted by the National Geodetic Survey in June 1991. KS0891 KS0891.The geoid height was determined by GEOID03. KS0891 KS0891.The dynamic height is computed by dividing the NAVD 88 KS0891.geopotential number by the normal gravity value computed on the KS0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0891.degrees latitude (g = 980.6199 gals.). KS0891 KS0891.The modeled gravity was interpolated from observed gravity values. KS0891 KS0891; North East Units Estimated Accuracy KS0891;SPC CA 2 - 697,720. 2,023,620. MT (+/- 180 meters Scaled) KS0891 KS0891 SUPERSEDED SURVEY CONTROL KS0891 KS0891 NGVD 29 (??/??/??) 29.795 (m) 97.75 (f) ADJUSTED 1 2 KS0891 KS0891.Superseded values are not recommended for survey control. KS0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0891.See file dsdata.txt to determine how the superseded data were derived. KS0891 KS0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ096672(NAD 83) KS0891_MARKER: DB = BENCH MARK DISK KS0891_SETTING: 32 = HEADWALL KS0891_STAMPING: U 853 1949 KS0891_MARK LOGO: CGS KS0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0891+STABILITY: SURFACE MOTION KS0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0891+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS0891 KS0891 HISTORY - Date Condition Report By KS0891 HISTORY - 1949 MONUMENTED CGS KS0891 HISTORY - 1987 GOOD USPSQD KS0891 HISTORY - 19880804 GOOD NGS KS0891 HISTORY - 20040323 GOOD CADT KS0891 KS0891 STATION DESCRIPTION KS0891 KS0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0891'2.3 MI N FROM BIGGS. KS0891'2.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0891'THE STATION AT BIGGS, 3.5 MILES SOUTH OF RICKVALE, ABOUT 350 KS0891'FEET SOUTH OF THE RICETON SIDING SIGN, 275 FEET SOUTH OF THE KS0891'CENTER OF A COUNTY ROAD CROSSING, 84 FEET NORTH OF THE SECOND POLE KS0891'SOUTH OF MILEPOST 164, AT A CONCRETE CULVERT 163.95 OVER AN KS0891'IRRIGATION CANAL, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL, KS0891'AND 24 FEET EAST OF THE EAST RAIL. A STANDARD DISK, STAMPED KS0891'U 853 1949. KS0891 KS0891 STATION RECOVERY (1987) KS0891 KS0891'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) KS0891'RECOVERED IN GOOD CONDITION. KS0891 KS0891 STATION RECOVERY (1988) KS0891 KS0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0891'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 4.0 KM KS0891'(2.50 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0891'JUNCTION OF B STREET IN BIGGS. DELETE--ABOUT 350 FEET SOUTH OF THE KS0891'RICETON SIDING SIGN. KS0891 KS0891 STATION RECOVERY (2004) KS0891 KS0891'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0891'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0158 *********************************************************************** KT0158 DESIGNATION - USED KT0158 PID - KT0158 KT0158 STATE/COUNTY- CA/GLENN KT0158 USGS QUAD - WILLOWS (1969) KT0158 KT0158 *CURRENT SURVEY CONTROL KT0158 ___________________________________________________________________ KT0158* NAD 83(1986)- 39 31 27. (N) 122 13 06. (W) SCALED KT0158* NAVD 88 - 42.64 (+/-2cm) 139.9 (feet) VERTCON KT0158 ___________________________________________________________________ KT0158 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0158 KT0158 VERT ORDER - FIRST CLASS II (See Below) KT0158 KT0158.The horizontal coordinates were scaled from a topographic map and have KT0158.an estimated accuracy of +/- 6 seconds. KT0158 KT0158.The NAVD 88 height was computed by applying the VERTCON shift value to KT0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0158.The vertical order pertains to the NGVD 29 superseded value. KT0158 KT0158.The geoid height was determined by GEOID03. KT0158 KT0158; North East Units Estimated Accuracy KT0158;SPC CA 2 - 706,220. 1,981,230. MT (+/- 180 meters Scaled) KT0158 KT0158 SUPERSEDED SURVEY CONTROL KT0158 KT0158 NGVD 29 (??/??/92) 41.892 (m) 137.44 (f) ADJ UNCH 1 2 KT0158 KT0158.Superseded values are not recommended for survey control. KT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0158.See file dsdata.txt to determine how the superseded data were derived. KT0158 KT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ671752(NAD 83) KT0158_MARKER: DD = SURVEY DISK KT0158_SETTING: 30 = SLAB KT0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0158 KT0158 HISTORY - Date Condition Report By KT0158 HISTORY - UNK MONUMENTED DOD KT0158 HISTORY - 1967 GOOD NGS KT0158 KT0158 STATION DESCRIPTION KT0158 KT0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0158'0.2 MI W FROM WILLOWS. KT0158'0.15 MILE WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0158'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE ENTRANCE TO KT0158'WILLOWS AIRPORT, AT A BEACON TOWER, IN THE TOP OF THE CENTER KT0158'OF AN ARROWHEAD SHAPED CONCRETE SLAB WHICH PROJECTS ABOUT 1/2 KT0158'FOOT, 19.7 FEET NORTH OF BENCH MARK T 851, 46 FEET SOUTH OF THE KT0158'CENTER LINE OF THE ROAD, 80 FEET WEST OF THE CENTER LINE OF THE KT0158'ENTRANCE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0821 *********************************************************************** KT0821 DESIGNATION - V 1067 KT0821 PID - KT0821 KT0821 STATE/COUNTY- CA/GLENN KT0821 USGS QUAD - NEWVILLE (1973) KT0821 KT0821 *CURRENT SURVEY CONTROL KT0821 ___________________________________________________________________ KT0821* NAD 83(1986)- 39 46 31. (N) 122 31 42. (W) SCALED KT0821* NAVD 88 - 248.13 (+/-2cm) 814.1 (feet) VERTCON KT0821 ___________________________________________________________________ KT0821 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0821 KT0821 VERT ORDER - FIRST CLASS II (See Below) KT0821 KT0821.The horizontal coordinates were scaled from a topographic map and have KT0821.an estimated accuracy of +/- 6 seconds. KT0821 KT0821.The NAVD 88 height was computed by applying the VERTCON shift value to KT0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0821.The vertical order pertains to the NGVD 29 superseded value. KT0821 KT0821.The geoid height was determined by GEOID03. KT0821 KT0821; North East Units Estimated Accuracy KT0821;SPC CA 2 - 734,210. 1,954,740. MT (+/- 180 meters Scaled) KT0821 KT0821 SUPERSEDED SURVEY CONTROL KT0821 KT0821 NGVD 29 (??/??/92) 247.286 (m) 811.30 (f) ADJ UNCH 1 2 KT0821 KT0821.Superseded values are not recommended for survey control. KT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0821.See file dsdata.txt to determine how the superseded data were derived. KT0821 KT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403029(NAD 83) KT0821_MARKER: DB = BENCH MARK DISK KT0821_SETTING: 66 = SET IN ROCK OUTCROP KT0821_STAMPING: V 1067 1966 KT0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0821+STABILITY: POSITION/ELEVATION WELL KT0821 KT0821 HISTORY - Date Condition Report By KT0821 HISTORY - 1966 MONUMENTED CGS KT0821 KT0821 STATION DESCRIPTION KT0821 KT0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0821'13.4 MI N FROM ELK CREEK. KT0821'11.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0821'AT ELK CREEK, THENCE 1.8 MILES NORTH ALONG A TRACK ROAD, ACROSS KT0821'THE ROAD FROM A CONCRETE RETAINING WALL, SET VERTICALLY IN THE KT0821'NORTHWEST FACE OF A 20- BY 20-FOOT OUTCROP WHICH PROJECTS ABOUT KT0821'20 FEET, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 FEET KT0821'EAST OF THE CENTER OF THE EAST END OF A 10-INCH PIPE CULVERT, KT0821'4.5 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT ABOVE KT0821'THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0117 *********************************************************************** KT0117 DESIGNATION - V 1078 KT0117 PID - KT0117 KT0117 STATE/COUNTY- CA/GLENN KT0117 USGS QUAD - STONE VALLEY (1969) KT0117 KT0117 *CURRENT SURVEY CONTROL KT0117 ___________________________________________________________________ KT0117* NAD 83(1986)- 39 31 54. (N) 122 20 15. (W) SCALED KT0117* NAVD 88 - 89.07 (+/-2cm) 292.2 (feet) VERTCON KT0117 ___________________________________________________________________ KT0117 GEOID HEIGHT- -29.18 (meters) GEOID03 KT0117 KT0117 VERT ORDER - FIRST CLASS II (See Below) KT0117 KT0117.The horizontal coordinates were scaled from a topographic map and have KT0117.an estimated accuracy of +/- 6 seconds. KT0117 KT0117.The NAVD 88 height was computed by applying the VERTCON shift value to KT0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0117.The vertical order pertains to the NGVD 29 superseded value. KT0117 KT0117.The geoid height was determined by GEOID03. KT0117 KT0117; North East Units Estimated Accuracy KT0117;SPC CA 2 - 707,080. 1,970,990. MT (+/- 180 meters Scaled) KT0117 KT0117 SUPERSEDED SURVEY CONTROL KT0117 KT0117 NGVD 29 (??/??/92) 88.295 (m) 289.68 (f) ADJ UNCH 1 2 KT0117 KT0117.Superseded values are not recommended for survey control. KT0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0117.See file dsdata.txt to determine how the superseded data were derived. KT0117 KT0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ569759(NAD 83) KT0117_MARKER: DB = BENCH MARK DISK KT0117_SETTING: 66 = SET IN ROCK OUTCROP KT0117_STAMPING: V 1078 1967 KT0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0117+STABILITY: POSITION/ELEVATION WELL KT0117 KT0117 HISTORY - Date Condition Report By KT0117 HISTORY - 1967 MONUMENTED CGS KT0117 KT0117 STATION DESCRIPTION KT0117 KT0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0117'6.6 MI W FROM WILLOWS. KT0117'6.65 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0117'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, 0.05 MILE WEST OF THE KT0117'SUMMIT OF A HILL, AT THE EAST END OF A LONG CURVE, AT A SMALL KT0117'NORTH-SOUTH OUTCROP RIDGE, IN THE TOP OF A LARGE OUTCROP PROJECTING KT0117'ABOUT 2 FEET, 96 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, KT0117'97 FEET NORTHEAST OF AN OFF-SET IN THE FENCE LINE, 52.0 FEET KT0117'NORTH OF A FENCE, 53.4 FEET NORTH-NORTHEAST OF A WITNESS POST, KT0117'ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1928 *********************************************************************** KS1928 DESIGNATION - V 1430 KS1928 PID - KS1928 KS1928 STATE/COUNTY- CA/BUTTE KS1928 USGS QUAD - RICHARDSON SPRINGS (1969) KS1928 KS1928 *CURRENT SURVEY CONTROL KS1928 ___________________________________________________________________ KS1928* NAD 83(1986)- 39 45 37. (N) 121 51 23. (W) SCALED KS1928* NAVD 88 - 66.028 (meters) 216.63 (feet) ADJUSTED KS1928 ___________________________________________________________________ KS1928 GEOID HEIGHT- -27.41 (meters) GEOID03 KS1928 DYNAMIC HT - 65.995 (meters) 216.52 (feet) COMP KS1928 MODELED GRAV- 980,126.8 (mgal) NAVD 88 KS1928 KS1928 VERT ORDER - FIRST CLASS II KS1928 KS1928.The horizontal coordinates were scaled from a topographic map and have KS1928.an estimated accuracy of +/- 6 seconds. KS1928 KS1928.The orthometric height was determined by differential leveling KS1928.and adjusted by the National Geodetic Survey in June 1991. KS1928 KS1928.The geoid height was determined by GEOID03. KS1928 KS1928.The dynamic height is computed by dividing the NAVD 88 KS1928.geopotential number by the normal gravity value computed on the KS1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1928.degrees latitude (g = 980.6199 gals.). KS1928 KS1928.The modeled gravity was interpolated from observed gravity values. KS1928 KS1928; North East Units Estimated Accuracy KS1928;SPC CA 2 - 732,420. 2,012,310. MT (+/- 180 meters Scaled) KS1928 KS1928 SUPERSEDED SURVEY CONTROL KS1928 KS1928.No superseded survey control is available for this station. KS1928 KS1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK979017(NAD 83) KS1928_MARKER: DV = VERTICAL CONTROL DISK KS1928_SETTING: 38 = ABUTMENT KS1928_STAMPING: V 1430 1988 KS1928_MARK LOGO: NGS KS1928_MAGNETIC: N = NO MAGNETIC MATERIAL KS1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1928+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1928 KS1928 HISTORY - Date Condition Report By KS1928 HISTORY - 1988 MONUMENTED NGS KS1928 HISTORY - 20040323 GOOD CADT KS1928 KS1928 STATION DESCRIPTION KS1928 KS1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1928'2.7 KM (1.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1928'JUNCTION OF 1ST AVENUE IN CHICO, IN THE NORTHEAST END OF THE NORTHWEST KS1928'CONCRETE ABUTMENT GUARDRAIL OF THE SOUTHBOUND HIGHWAY OVERPASS OF EAST KS1928'AVENUE, 5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND KS1928'LANES OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHEAST OF THE NORTHWEST END KS1928'OF THE GUARDRAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1928 KS1928 STATION RECOVERY (2004) KS1928 KS1928'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1928'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1956 *********************************************************************** KS1956 DESIGNATION - V 1434 KS1956 PID - KS1956 KS1956 STATE/COUNTY- CA/BUTTE KS1956 USGS QUAD - BIGGS (1970) KS1956 KS1956 *CURRENT SURVEY CONTROL KS1956 ___________________________________________________________________ KS1956* NAD 83(1986)- 39 27 17. (N) 121 43 34. (W) SCALED KS1956* NAVD 88 - 31.068 (meters) 101.93 (feet) ADJUSTED KS1956 ___________________________________________________________________ KS1956 GEOID HEIGHT- -28.16 (meters) GEOID03 KS1956 DYNAMIC HT - 31.052 (meters) 101.88 (feet) COMP KS1956 MODELED GRAV- 980,094.7 (mgal) NAVD 88 KS1956 KS1956 VERT ORDER - FIRST CLASS II KS1956 KS1956.The horizontal coordinates were scaled from a topographic map and have KS1956.an estimated accuracy of +/- 6 seconds. KS1956 KS1956.The orthometric height was determined by differential leveling KS1956.and adjusted by the National Geodetic Survey in June 1991. KS1956 KS1956.The geoid height was determined by GEOID03. KS1956 KS1956.The dynamic height is computed by dividing the NAVD 88 KS1956.geopotential number by the normal gravity value computed on the KS1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1956.degrees latitude (g = 980.6199 gals.). KS1956 KS1956.The modeled gravity was interpolated from observed gravity values. KS1956 KS1956; North East Units Estimated Accuracy KS1956;SPC CA 2 - 698,520. 2,023,570. MT (+/- 180 meters Scaled) KS1956 KS1956 SUPERSEDED SURVEY CONTROL KS1956 KS1956.No superseded survey control is available for this station. KS1956 KS1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ096680(NAD 83) KS1956_MARKER: DV = VERTICAL CONTROL DISK KS1956_SETTING: 36 = TOWER FOUNDATION KS1956_STAMPING: V 1434 1988 KS1956_MARK LOGO: NGS KS1956_MAGNETIC: N = NO MAGNETIC MATERIAL KS1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1956+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1956 KS1956 HISTORY - Date Condition Report By KS1956 HISTORY - 1988 MONUMENTED NGS KS1956 HISTORY - 20040323 GOOD CADT KS1956 KS1956 STATION DESCRIPTION KS1956 KS1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1956'4.0 KM (2.50 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1956'THE JUNCTION OF B STREET IN BIGGS, THENCE 0.8 KM (0.50 MI) NORTH ALONG KS1956'RICETON HIGHWAY, OR 3.4 KM (2.10 MI) SOUTHERLY ALONG THE SOUTHERN KS1956'PACIFIC RAILROAD FROM THE JUNCTION OF RICHVALE HIGHWAY IN RICHVALE, KS1956'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG STATE HIGHWAY 162, THENCE 1.1 KS1956'KM (0.70 MI) SOUTH ALONG RICETON HIGHWAY, IN TOP OF AND 0.15 M KS1956'(0.5 FT) SOUTH OF THE NORTH END OF THE NORTHEAST CONCRETE FOUNDATION KS1956'OF A HIGHLINE TOWER, 20.4 M (66.9 FT) WEST OF THE CENTERLINE OF THE KS1956'HIGHWAY, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1956 KS1956 STATION RECOVERY (2004) KS1956 KS1956'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1956'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1136 *********************************************************************** KS1136 DESIGNATION - V 17 KS1136 PID - KS1136 KS1136 STATE/COUNTY- CA/BUTTE KS1136 USGS QUAD - NELSON (1976) KS1136 KS1136 *CURRENT SURVEY CONTROL KS1136 ___________________________________________________________________ KS1136* NAD 83(1986)- 39 36 15. (N) 121 47 01. (W) SCALED KS1136* NAVD 88 - 43.685 (meters) 143.32 (feet) ADJUSTED KS1136 ___________________________________________________________________ KS1136 GEOID HEIGHT- -27.64 (meters) GEOID03 KS1136 DYNAMIC HT - 43.663 (meters) 143.25 (feet) COMP KS1136 MODELED GRAV- 980,124.1 (mgal) NAVD 88 KS1136 KS1136 VERT ORDER - FIRST CLASS II KS1136 KS1136.The horizontal coordinates were scaled from a topographic map and have KS1136.an estimated accuracy of +/- 6 seconds. KS1136 KS1136.The orthometric height was determined by differential leveling KS1136.and adjusted by the National Geodetic Survey in June 1991. KS1136 KS1136.The geoid height was determined by GEOID03. KS1136 KS1136.The dynamic height is computed by dividing the NAVD 88 KS1136.geopotential number by the normal gravity value computed on the KS1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1136.degrees latitude (g = 980.6199 gals.). KS1136 KS1136.The modeled gravity was interpolated from observed gravity values. KS1136 KS1136; North East Units Estimated Accuracy KS1136;SPC CA 2 - 715,100. 2,018,580. MT (+/- 180 meters Scaled) KS1136 KS1136 SUPERSEDED SURVEY CONTROL KS1136 KS1136 NGVD 29 (??/??/??) 42.973 (m) 140.99 (f) ADJUSTED 1 2 KS1136 KS1136.Superseded values are not recommended for survey control. KS1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1136.See file dsdata.txt to determine how the superseded data were derived. KS1136 KS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ044845(NAD 83) KS1136_MARKER: Q = CHISELED SQUARE KS1136_SETTING: 36 = BRIDGE KS1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1136 KS1136 HISTORY - Date Condition Report By KS1136 HISTORY - UNK MONUMENTED CGS KS1136 HISTORY - 1948 GOOD NGS KS1136 HISTORY - 20040323 GOOD CADT KS1136 KS1136 STATION DESCRIPTION KS1136 KS1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1136'2.9 MI S FROM DURHAM. KS1136'ABOUT 2.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1136'FROM THE STATION AT DURHAM, BUTTE COUNTY, AT MILEAGE 175.2, KS1136'AT A TRESTLE OVER BUTTE CREEK, ON THE TOP OF THE SOUTH ABUTMENT, KS1136'AND NEAR THE EAST EDGE. AN OUTLINED SQUARE. KS1136 KS1136 STATION RECOVERY (2004) KS1136 KS1136'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1136'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0036 *********************************************************************** KT0036 DESIGNATION - V 199 KT0036 PID - KT0036 KT0036 STATE/COUNTY- CA/GLENN KT0036 USGS QUAD - WILLOWS (1969) KT0036 KT0036 *CURRENT SURVEY CONTROL KT0036 ___________________________________________________________________ KT0036* NAD 83(1986)- 39 35 40. (N) 122 11 36. (W) SCALED KT0036* NAVD 88 - 46.91 (+/-2cm) 153.9 (feet) VERTCON KT0036 ___________________________________________________________________ KT0036 GEOID HEIGHT- -28.76 (meters) GEOID03 KT0036 KT0036 VERT ORDER - SECOND CLASS 0 (See Below) KT0036 KT0036.The horizontal coordinates were scaled from a topographic map and have KT0036.an estimated accuracy of +/- 6 seconds. KT0036 KT0036.The NAVD 88 height was computed by applying the VERTCON shift value to KT0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0036.The vertical order pertains to the NGVD 29 superseded value. KT0036 KT0036.The geoid height was determined by GEOID03. KT0036 KT0036; North East Units Estimated Accuracy KT0036;SPC CA 2 - 714,020. 1,983,390. MT (+/- 180 meters Scaled) KT0036 KT0036 SUPERSEDED SURVEY CONTROL KT0036 KT0036 NGVD 29 (??/??/92) 46.168 (m) 151.47 (f) ADJ UNCH 2 0 KT0036 KT0036.Superseded values are not recommended for survey control. KT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0036.See file dsdata.txt to determine how the superseded data were derived. KT0036 KT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692830(NAD 83) KT0036_MARKER: DB = BENCH MARK DISK KT0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0036_STAMPING: V 199 1935 KT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0036+STABILITY: SURFACE MOTION KT0036 KT0036 HISTORY - Date Condition Report By KT0036 HISTORY - 1935 MONUMENTED CGS KT0036 HISTORY - 1949 GOOD NGS KT0036 KT0036 STATION DESCRIPTION KT0036 KT0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0036'1.8 MI S FROM ARTOIS. KT0036'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0036'THE STATION AT ARTOIS, 22 RAILS SOUTH OF THE CENTER LINE OF AN KT0036'OLD ABANDONED COUNTY ROAD, 11 1/4 RAILS SOUTH OF BLOCK SIGNAL KT0036'D-1552, 71 FEET WEST OF A FENCE, 53.6 FEET EAST OF MILEPOST 155, KT0036'36.6 FEET EAST OF THE EAST RAIL, 1.0 FOOT WEST OF A TELEPHONE KT0036'LINE, 1.0 FOOT SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A KT0036'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0835 *********************************************************************** KT0835 DESIGNATION - V 215 KT0835 PID - KT0835 KT0835 STATE/COUNTY- CA/GLENN KT0835 USGS QUAD - NEWVILLE (1973) KT0835 KT0835 *CURRENT SURVEY CONTROL KT0835 ___________________________________________________________________ KT0835* NAD 83(1986)- 39 49 16. (N) 122 34 29. (W) SCALED KT0835* NAVD 88 - 225.83 (+/-2cm) 740.9 (feet) VERTCON KT0835 ___________________________________________________________________ KT0835 GEOID HEIGHT- -28.84 (meters) GEOID03 KT0835 KT0835 VERT ORDER - SECOND CLASS 0 (See Below) KT0835 KT0835.The horizontal coordinates were scaled from a topographic map and have KT0835.an estimated accuracy of +/- 6 seconds. KT0835 KT0835.The NAVD 88 height was computed by applying the VERTCON shift value to KT0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0835.The vertical order pertains to the NGVD 29 superseded value. KT0835 KT0835.The geoid height was determined by GEOID03. KT0835 KT0835; North East Units Estimated Accuracy KT0835;SPC CA 2 - 739,320. 1,950,800. MT (+/- 180 meters Scaled) KT0835 KT0835 SUPERSEDED SURVEY CONTROL KT0835 KT0835 NGVD 29 (??/??/92) 224.97 (m) 738.1 (f) COMPUTED 2 0 KT0835 KT0835.Superseded values are not recommended for survey control. KT0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0835.See file dsdata.txt to determine how the superseded data were derived. KT0835 KT0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK363079(NAD 83) KT0835_MARKER: DB = BENCH MARK DISK KT0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0835_STAMPING: V 215 1935 KT0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0835+STABILITY: SURFACE MOTION KT0835 KT0835 HISTORY - Date Condition Report By KT0835 HISTORY - 1935 MONUMENTED CGS KT0835 HISTORY - 1966 MARK NOT FOUND NGS KT0835 KT0835 STATION DESCRIPTION KT0835 KT0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0835'3.9 MI N FROM NEWVILLE. KT0835'3.9 MILES NORTH ALONG THE PASKENTA ROAD FROM NEWVILLE, GLENN KT0835'COUNTY, 1.4 MILES SOUTH OF BENCH MARK H 323 (USGS) DESCRIBED KT0835'ABOVE, 70 FEET WEST OF A SMALL RISE IN THE ROAD GRADE, 37 FEET KT0835'WEST OF THE CENTERLINE OF THE ROAD, AND 4.5 FEET EAST OF A KT0835'FENCE LINE. A STANDARD DISK, STAMPED V 215 1935 AND SET IN THE KT0835'TOP OF A CONCRETE POST. KT0835 KT0835 STATION RECOVERY (1966) KT0835 KT0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0835'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0517 *********************************************************************** KT0517 DESIGNATION - V 226 KT0517 PID - KT0517 KT0517 STATE/COUNTY- CA/GLENN KT0517 USGS QUAD - PRINCETON (1973) KT0517 KT0517 *CURRENT SURVEY CONTROL KT0517 ___________________________________________________________________ KT0517* NAD 83(1986)- 39 28 05. (N) 122 01 10. (W) SCALED KT0517* NAVD 88 - 27.74 (+/-2cm) 91.0 (feet) VERTCON KT0517 ___________________________________________________________________ KT0517 GEOID HEIGHT- -28.59 (meters) GEOID03 KT0517 KT0517 VERT ORDER - FIRST CLASS II (See Below) KT0517 KT0517.The horizontal coordinates were scaled from a topographic map and have KT0517.an estimated accuracy of +/- 6 seconds. KT0517 KT0517.The NAVD 88 height was computed by applying the VERTCON shift value to KT0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0517.The vertical order pertains to the NGVD 29 superseded value. KT0517 KT0517.The geoid height was determined by GEOID03. KT0517 KT0517; North East Units Estimated Accuracy KT0517;SPC CA 2 - 699,970. 1,998,330. MT (+/- 180 meters Scaled) KT0517 KT0517 SUPERSEDED SURVEY CONTROL KT0517 KT0517 NGVD 29 (??/??/92) 27.011 (m) 88.62 (f) ADJ UNCH 1 2 KT0517 KT0517.Superseded values are not recommended for survey control. KT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0517.See file dsdata.txt to determine how the superseded data were derived. KT0517 KT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ843691(NAD 83) KT0517_MARKER: DB = BENCH MARK DISK KT0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0517_STAMPING: V 226 1935 KT0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0517+STABILITY: SURFACE MOTION KT0517 KT0517 HISTORY - Date Condition Report By KT0517 HISTORY - 1935 MONUMENTED CGS KT0517 HISTORY - 1949 GOOD NGS KT0517 KT0517 STATION DESCRIPTION KT0517 KT0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0517'2.6 MI W FROM BUTTE CITY. KT0517'2.6 MILES WEST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE KT0517'AT BUTTE CITY, ABOUT 3.9 MILES SOUTH OF GLENN, ON THE OUTSIDE KT0517'OF THE APPROXIMATE CENTER OF A CURVE, 32 1/2 FEET EAST OF THE KT0517'EAST BANK OF A CANAL, 28 1/2 FEET WEST OF THE CENTERLINE OF KT0517'THE HIGHWAY, 12.1 FEET SOUTHWEST OF THE CENTER OF THE WEST KT0517'END OF A 12-INCH CORRUGATED METAL CULVERT, 8 1/2 FEET NORTH OF KT0517'TELEPHONE POLE 456, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT KT0517'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST KT0517'PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0733 *********************************************************************** KT0733 DESIGNATION - V 276 KT0733 PID - KT0733 KT0733 STATE/COUNTY- CA/GLENN KT0733 USGS QUAD - CHROME (1968) KT0733 KT0733 *CURRENT SURVEY CONTROL KT0733 ___________________________________________________________________ KT0733* NAD 83(1986)- 39 40 23. (N) 122 31 24. (W) SCALED KT0733* NAVD 88 - 192.34 (+/-2cm) 631.0 (feet) VERTCON KT0733 ___________________________________________________________________ KT0733 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0733 KT0733 VERT ORDER - SECOND CLASS 0 (See Below) KT0733 KT0733.The horizontal coordinates were scaled from a topographic map and have KT0733.an estimated accuracy of +/- 6 seconds. KT0733 KT0733.The NAVD 88 height was computed by applying the VERTCON shift value to KT0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0733.The vertical order pertains to the NGVD 29 superseded value. KT0733 KT0733.The geoid height was determined by GEOID03. KT0733 KT0733; North East Units Estimated Accuracy KT0733;SPC CA 2 - 722,860. 1,955,100. MT (+/- 180 meters Scaled) KT0733 KT0733 SUPERSEDED SURVEY CONTROL KT0733 KT0733 NGVD 29 (??/??/92) 191.504 (m) 628.29 (f) ADJ UNCH 2 0 KT0733 KT0733.Superseded values are not recommended for survey control. KT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0733.See file dsdata.txt to determine how the superseded data were derived. KT0733 KT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ408915(NAD 83) KT0733_MARKER: DB = BENCH MARK DISK KT0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0733_STAMPING: V 276 1935 KT0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0733+STABILITY: SURFACE MOTION KT0733 KT0733 HISTORY - Date Condition Report By KT0733 HISTORY - 1935 MONUMENTED CGS KT0733 HISTORY - 1942 MARK NOT FOUND LOCENG KT0733 KT0733 STATION DESCRIPTION KT0733 KT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0733'5.2 MI NE FROM ELK CREEK. KT0733'5.2 MILES NORTHEAST ALONG A ROAD FROM ELK CREEK, GLENN COUNTY, KT0733'ABOUT 100 FEET WEST OF THE FOOT OF A STEEP GRADE, 31 FEET KT0733'NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.5 FEET EAST OF A KT0733'FENCE CORNER, AND 1.7 FEET SOUTH OF THE FENCE LINE. A KT0733'STANDARD DISK, STAMPED V 276 1935 AND SET IN THE TOP OF A KT0733'CONCRETE POST. NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT KT0733'RECOVERED IN JULY 1942. IT WAS REPORTED AT THAT TIME THAT KT0733'APPARENTLY THE BANK OF THE CREEK HAS CAVED IN AND BURIED THE KT0733'MARK. KT0733 KT0733 STATION RECOVERY (1942) KT0733 KT0733'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942 KT0733'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0221 *********************************************************************** KT0221 DESIGNATION - V 380 RESET 1967 KT0221 PID - KT0221 KT0221 STATE/COUNTY- CA/GLENN KT0221 USGS QUAD - BLACK BUTTE DAM (1973) KT0221 KT0221 *CURRENT SURVEY CONTROL KT0221 ___________________________________________________________________ KT0221* NAD 83(1986)- 39 46 53. (N) 122 17 39. (W) SCALED KT0221* NAVD 88 - 113.00 (+/-2cm) 370.7 (feet) VERTCON KT0221 ___________________________________________________________________ KT0221 GEOID HEIGHT- -28.81 (meters) GEOID03 KT0221 KT0221 VERT ORDER - THIRD (See Below) KT0221 KT0221.The horizontal coordinates were scaled from a topographic map and have KT0221.an estimated accuracy of +/- 6 seconds. KT0221 KT0221.The NAVD 88 height was computed by applying the VERTCON shift value to KT0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0221.The vertical order pertains to the NGVD 29 superseded value. KT0221 KT0221.The geoid height was determined by GEOID03. KT0221 KT0221; North East Units Estimated Accuracy KT0221;SPC CA 2 - 734,790. 1,974,800. MT (+/- 180 meters Scaled) KT0221 KT0221 SUPERSEDED SURVEY CONTROL KT0221 KT0221 NGVD 29 (??/??/??) 112.23 (m) 368.2 (f) RESET 3 KT0221 KT0221.Superseded values are not recommended for survey control. KT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0221.See file dsdata.txt to determine how the superseded data were derived. KT0221 KT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK604037(NAD 83) KT0221_MARKER: DB = BENCH MARK DISK KT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0221_STAMPING: V 380 RESET 1967 KT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0221+STABILITY: SURFACE MOTION KT0221 KT0221 HISTORY - Date Condition Report By KT0221 HISTORY - 1967 MONUMENTED CGS KT0221 KT0221 STATION DESCRIPTION KT0221 KT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0221'5.9 MI NW FROM ORLAND. KT0221'5.9 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0221'PACIFIC COMPANY RAILROAD STATION AT ORLAND, AT THE GRAVES KT0221'CEMETERY, 197 FEET SOUTH OF THE CENTER OF THE ENTRANCE GATE TO KT0221'THE CEMETERY, ABOUT 65 FEET NORTHEAST OF THE CENTERLINE OF THE KT0221'NEWVILLE ROAD (COUNTY ROAD 200), 57.6 FEET SOUTH OF A TELEPHONE KT0221'POLE, 1.4 FEET SOUTH OF A METAL POST, 1.2 FEET WEST OF A FENCE KT0221'LINE ON THE WEST SIDE OF THE CEMETERY, AND SET IN THE TOP OF A KT0221'CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0505 *********************************************************************** KT0505 DESIGNATION - V 850 KT0505 PID - KT0505 KT0505 STATE/COUNTY- CA/COLUSA KT0505 USGS QUAD - MAXWELL (1994) KT0505 KT0505 *CURRENT SURVEY CONTROL KT0505 ___________________________________________________________________ KT0505* NAD 83(1986)- 39 21 49. (N) 122 14 53. (W) SCALED KT0505* NAVD 88 - 35.95 (+/-2cm) 117.9 (feet) VERTCON KT0505 ___________________________________________________________________ KT0505 GEOID HEIGHT- -29.42 (meters) GEOID03 KT0505 KT0505 VERT ORDER - FIRST CLASS II (See Below) KT0505 KT0505.The horizontal coordinates were scaled from a topographic map and have KT0505.an estimated accuracy of +/- 6 seconds. KT0505 KT0505.The NAVD 88 height was computed by applying the VERTCON shift value to KT0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0505.The vertical order pertains to the NGVD 29 superseded value. KT0505 KT0505.The geoid height was determined by GEOID03. KT0505 KT0505; North East Units Estimated Accuracy KT0505;SPC CA 2 - 688,400. 1,978,620. MT (+/- 180 meters Scaled) KT0505 KT0505 SUPERSEDED SURVEY CONTROL KT0505 KT0505 NGVD 29 (??/??/92) 35.198 (m) 115.48 (f) ADJ UNCH 1 2 KT0505 KT0505.Superseded values are not recommended for survey control. KT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0505.See file dsdata.txt to determine how the superseded data were derived. KT0505 KT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ647573(NAD 83) KT0505_MARKER: DB = BENCH MARK DISK KT0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0505_STAMPING: V 850 1949 KT0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0505+STABILITY: SURFACE MOTION KT0505 KT0505 HISTORY - Date Condition Report By KT0505 HISTORY - 1949 MONUMENTED CGS KT0505 HISTORY - 20040427 GOOD CADT KT0505 KT0505 STATION DESCRIPTION KT0505 KT0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0505'8.7 MI NW FROM MAXWELL. KT0505'1.9 MILES WEST ALONG THE LEESVILLE ROAD FROM THE POST OFFICE KT0505'AT MAXWELL, THENCE 5.8 MILES NORTH ALONG DERMOTT ROAD, THENCE KT0505'1 MILE WEST ALONG DIRKS ROAD, AT THE INTERSECTION OF DIRKS KT0505'ROAD AND DELEVAN ROAD, ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST KT0505'CORNER OF A RANCH HOUSE, 110 FEET NORTHWEST OF THE INTERSECTION KT0505'OF THE CENTER LINES OF THE ROADS, 25.5 FEET WEST OF THE CENTER KT0505'LINE OF THE ROAD, 10 FEET NORTH OF A TELEPHONE POLE, 1 FOOT KT0505'EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST KT0505'PROJECTING 0.6 FOOT ABOVE THE GROUND. KT0505 KT0505 STATION RECOVERY (2004) KT0505 KT0505'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0505'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0161 *********************************************************************** KT0161 DESIGNATION - V 851 KT0161 PID - KT0161 KT0161 STATE/COUNTY- CA/GLENN KT0161 USGS QUAD - WILLOWS (1969) KT0161 KT0161 *CURRENT SURVEY CONTROL KT0161 ___________________________________________________________________ KT0161* NAD 83(1986)- 39 30 36. (N) 122 13 10. (W) SCALED KT0161* NAVD 88 - 41.58 (+/-2cm) 136.4 (feet) VERTCON KT0161 ___________________________________________________________________ KT0161 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0161 KT0161 VERT ORDER - FIRST CLASS II (See Below) KT0161 KT0161.This mark is at Willows-Glenn County Airport (WLW) KT0161 KT0161.The horizontal coordinates were scaled from a topographic map and have KT0161.an estimated accuracy of +/- 6 seconds. KT0161 KT0161.The NAVD 88 height was computed by applying the VERTCON shift value to KT0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0161.The vertical order pertains to the NGVD 29 superseded value. KT0161 KT0161.The geoid height was determined by GEOID03. KT0161 KT0161; North East Units Estimated Accuracy KT0161;SPC CA 2 - 704,650. 1,981,130. MT (+/- 180 meters Scaled) KT0161 KT0161 SUPERSEDED SURVEY CONTROL KT0161 KT0161 NGVD 29 (??/??/92) 40.837 (m) 133.98 (f) ADJ UNCH 1 2 KT0161 KT0161.Superseded values are not recommended for survey control. KT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0161.See file dsdata.txt to determine how the superseded data were derived. KT0161 KT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ671736(NAD 83) KT0161_MARKER: DB = BENCH MARK DISK KT0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0161_STAMPING: V 851 1949 KT0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0161+STABILITY: SURFACE MOTION KT0161 KT0161 HISTORY - Date Condition Report By KT0161 HISTORY - 1949 MONUMENTED CGS KT0161 HISTORY - 1967 GOOD NGS KT0161 KT0161 STATION DESCRIPTION KT0161 KT0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0161'0.2 MI W FROM WILLOWS. KT0161'0.15 MILE WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS KT0161'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, AT THE WILLOWS AIRPORT, KT0161'0.9 MILE SOUTH OF BENCH MARK T 851 AND THE AIRPORT ENTRANCE, KT0161'0.5 MILE SOUTH OF BENCH MARK U 851, 53.5 FEET SOUTH OF THE KT0161'SOUTH END OF THE NORTH-SOUTH RUNWAY, 125 FEET NORTH OF THE KT0161'CENTER OF AN IRRIGATION DITCH, 6.5 FEET SOUTHEAST OF A RUNWAY KT0161'LIGHT, 4 1/2 FEET EAST OF THE EXTENDED CENTER LINE OF THE RUNWAY, KT0161'1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, KT0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE KT0161'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0172 *********************************************************************** KT0172 DESIGNATION - V 852 KT0172 PID - KT0172 KT0172 STATE/COUNTY- CA/GLENN KT0172 USGS QUAD - GLENN (1969) KT0172 KT0172 *CURRENT SURVEY CONTROL KT0172 ___________________________________________________________________ KT0172* NAD 83(1986)- 39 31 18. (N) 122 06 08. (W) SCALED KT0172* NAVD 88 - 31.98 (+/-2cm) 104.9 (feet) VERTCON KT0172 ___________________________________________________________________ KT0172 GEOID HEIGHT- -28.66 (meters) GEOID03 KT0172 KT0172 VERT ORDER - FIRST CLASS II (See Below) KT0172 KT0172.The horizontal coordinates were scaled from a topographic map and have KT0172.an estimated accuracy of +/- 6 seconds. KT0172 KT0172.The NAVD 88 height was computed by applying the VERTCON shift value to KT0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0172.The vertical order pertains to the NGVD 29 superseded value. KT0172 KT0172.The geoid height was determined by GEOID03. KT0172 KT0172; North East Units Estimated Accuracy KT0172;SPC CA 2 - 705,920. 1,991,210. MT (+/- 180 meters Scaled) KT0172 KT0172 SUPERSEDED SURVEY CONTROL KT0172 KT0172 NGVD 29 (??/??/92) 31.245 (m) 102.51 (f) ADJ UNCH 1 2 KT0172 KT0172.Superseded values are not recommended for survey control. KT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0172.See file dsdata.txt to determine how the superseded data were derived. KT0172 KT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ771750(NAD 83) KT0172_MARKER: DB = BENCH MARK DISK KT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0172_STAMPING: V 852 1949 KT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0172+STABILITY: SURFACE MOTION KT0172 KT0172 HISTORY - Date Condition Report By KT0172 HISTORY - 1949 MONUMENTED CGS KT0172 KT0172 STATION DESCRIPTION KT0172 KT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0172'4.7 MI W FROM GLENN. KT0172'4.7 MILES WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0172'SCHOOL AT GLENN, 5.7 MILES EAST OF WILOOWS, AT THE T JUNCTION KT0172'OF A GRAVELED ROAD LEADING SOUTH, 75 FEET EAST OF THE CENTER KT0172'LINE OF THE ROAD, 39.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, KT0172'18 1/2 FEET EAST OF A FENCE CORNER, 18 FEET EAST OF TELEPHONE KT0172'POLE 180, 4.6 FEET NORTH OF A FENCE, 2.0 FEET SOUTHWEST OF A KT0172'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP KT0172'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0890 *********************************************************************** KS0890 DESIGNATION - V 853 KS0890 PID - KS0890 KS0890 STATE/COUNTY- CA/BUTTE KS0890 USGS QUAD - BIGGS (1970) KS0890 KS0890 *CURRENT SURVEY CONTROL KS0890 ___________________________________________________________________ KS0890* NAD 83(1986)- 39 27 53. (N) 121 43 55. (W) SCALED KS0890* NAVD 88 - 31.584 (meters) 103.62 (feet) ADJUSTED KS0890 ___________________________________________________________________ KS0890 GEOID HEIGHT- -28.12 (meters) GEOID03 KS0890 DYNAMIC HT - 31.567 (meters) 103.57 (feet) COMP KS0890 MODELED GRAV- 980,098.1 (mgal) NAVD 88 KS0890 KS0890 VERT ORDER - FIRST CLASS II KS0890 KS0890.The horizontal coordinates were scaled from a topographic map and have KS0890.an estimated accuracy of +/- 6 seconds. KS0890 KS0890.The orthometric height was determined by differential leveling KS0890.and adjusted by the National Geodetic Survey in June 1991. KS0890 KS0890.The geoid height was determined by GEOID03. KS0890 KS0890.The dynamic height is computed by dividing the NAVD 88 KS0890.geopotential number by the normal gravity value computed on the KS0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0890.degrees latitude (g = 980.6199 gals.). KS0890 KS0890.The modeled gravity was interpolated from observed gravity values. KS0890 KS0890; North East Units Estimated Accuracy KS0890;SPC CA 2 - 699,630. 2,023,070. MT (+/- 180 meters Scaled) KS0890 KS0890 SUPERSEDED SURVEY CONTROL KS0890 KS0890 NGVD 29 (??/??/??) 30.878 (m) 101.31 (f) ADJUSTED 1 2 KS0890 KS0890.Superseded values are not recommended for survey control. KS0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0890.See file dsdata.txt to determine how the superseded data were derived. KS0890 KS0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ090691(NAD 83) KS0890_MARKER: DB = BENCH MARK DISK KS0890_SETTING: 32 = HEADWALL KS0890_STAMPING: V 853 1949 KS0890_MARK LOGO: CGS KS0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0890+STABILITY: SURFACE MOTION KS0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS0890+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988 KS0890 KS0890 HISTORY - Date Condition Report By KS0890 HISTORY - 1949 MONUMENTED CGS KS0890 HISTORY - 19880804 GOOD NGS KS0890 HISTORY - 20040323 GOOD CADT KS0890 KS0890 STATION DESCRIPTION KS0890 KS0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0890'2.3 MI S FROM RICHVALE. KS0890'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KS0890'THE STATION AT RICHVALE, AT GRADE CROSSING C 165.2, AT CONCRETE KS0890'RAILROAD CULVERT 165.20 OVER AN IRRIGATION CANAL, IN THE TOP OF KS0890'THE SOUTH END OF THE EAST HEAD WALL, 62.6 FEET SOUTH OF THE KS0890'CENTER LINE OF THE HIGHWAY, 21.5 FEET EAST OF THE EAST RAIL, AND KS0890'ABOUT 1 FOOT LOWER THAN THE TRACK. KS0890 KS0890 STATION RECOVERY (1988) KS0890 KS0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS0890'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 3.4 KM KS0890'(2.10 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KS0890'JUNCTION OF RICHVALE HIGHWAY IN RICHVALE. KS0890 KS0890 STATION RECOVERY (2004) KS0890 KS0890'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0890'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0823 *********************************************************************** KT0823 DESIGNATION - W 1067 KT0823 PID - KT0823 KT0823 STATE/COUNTY- CA/GLENN KT0823 USGS QUAD - NEWVILLE (1973) KT0823 KT0823 *CURRENT SURVEY CONTROL KT0823 ___________________________________________________________________ KT0823* NAD 83(1986)- 39 47 09. (N) 122 31 44. (W) SCALED KT0823* NAVD 88 - 223.72 (+/-2cm) 734.0 (feet) VERTCON KT0823 ___________________________________________________________________ KT0823 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0823 KT0823 VERT ORDER - FIRST CLASS II (See Below) KT0823 KT0823.The horizontal coordinates were scaled from a topographic map and have KT0823.an estimated accuracy of +/- 6 seconds. KT0823 KT0823.The NAVD 88 height was computed by applying the VERTCON shift value to KT0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0823.The vertical order pertains to the NGVD 29 superseded value. KT0823 KT0823.The geoid height was determined by GEOID03. KT0823 KT0823; North East Units Estimated Accuracy KT0823;SPC CA 2 - 735,380. 1,954,700. MT (+/- 180 meters Scaled) KT0823 KT0823 SUPERSEDED SURVEY CONTROL KT0823 KT0823 NGVD 29 (??/??/92) 222.870 (m) 731.20 (f) ADJ UNCH 1 2 KT0823 KT0823.Superseded values are not recommended for survey control. KT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0823.See file dsdata.txt to determine how the superseded data were derived. KT0823 KT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403040(NAD 83) KT0823_MARKER: DB = BENCH MARK DISK KT0823_SETTING: 80 = SET IN A BOULDER KT0823_STAMPING: W 1067 1966 KT0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0823+STABILITY: SURFACE MOTION KT0823 KT0823 HISTORY - Date Condition Report By KT0823 HISTORY - 1966 MONUMENTED CGS KT0823 KT0823 STATION DESCRIPTION KT0823 KT0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KT0823'14.2 MI N FROM ELK CREEK. KT0823'11.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0823'AT ELK CREEK, THENCE 2.6 MILES NORTH ALONG A TRACK ROAD, 0.7 KT0823'MILE SOUTH ALONG A DRIVEWAY AND AN OLD ROAD FROM THE JUNCTION KT0823'OF NEWVILLE ROAD AND BENCH MARK Q 1067, 0.3 MILE SOUTH OF KT0823'A CONCRETE BRIDGE OVER HEIFER CAMP CREEK, 10.4 MILES SOUTH OF KT0823'PASKENTA, IN THE TOP OF A BOULDER PROJECTING ABOUT 1 1/2 FEET, KT0823'46 FEET EAST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHEAST KT0823'OF THE CENTER OF THE EAST END OF A 10-INCH PIPE CULVERT, 1.6 KT0823'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER KT0823'THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0119 *********************************************************************** KT0119 DESIGNATION - W 1078 KT0119 PID - KT0119 KT0119 STATE/COUNTY- CA/GLENN KT0119 USGS QUAD - STONE VALLEY (1969) KT0119 KT0119 *CURRENT SURVEY CONTROL KT0119 ___________________________________________________________________ KT0119* NAD 83(1986)- 39 32 48. (N) 122 21 01. (W) SCALED KT0119* NAVD 88 - 95.07 (+/-2cm) 311.9 (feet) VERTCON KT0119 ___________________________________________________________________ KT0119 GEOID HEIGHT- -29.17 (meters) GEOID03 KT0119 KT0119 VERT ORDER - FIRST CLASS II (See Below) KT0119 KT0119.The horizontal coordinates were scaled from a topographic map and have KT0119.an estimated accuracy of +/- 6 seconds. KT0119 KT0119.The NAVD 88 height was computed by applying the VERTCON shift value to KT0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0119.The vertical order pertains to the NGVD 29 superseded value. KT0119 KT0119.The geoid height was determined by GEOID03. KT0119 KT0119; North East Units Estimated Accuracy KT0119;SPC CA 2 - 708,750. 1,969,890. MT (+/- 180 meters Scaled) KT0119 KT0119 SUPERSEDED SURVEY CONTROL KT0119 KT0119 NGVD 29 (??/??/92) 94.297 (m) 309.37 (f) ADJ UNCH 1 2 KT0119 KT0119.Superseded values are not recommended for survey control. KT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0119.See file dsdata.txt to determine how the superseded data were derived. KT0119 KT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ558776(NAD 83) KT0119_MARKER: DB = BENCH MARK DISK KT0119_SETTING: 30 = CULVERT KT0119_STAMPING: W 1078 1967 KT0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0119 KT0119 HISTORY - Date Condition Report By KT0119 HISTORY - 1967 MONUMENTED CGS KT0119 KT0119 STATION DESCRIPTION KT0119 KT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0119'8 MI W FROM WILLOWS. KT0119'8.0 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS OVER KT0119'INTERSTATE HIGHWAY 5 AT WILLOWS, IN THE TOP AND 1.0 FOOT NORTHWEST KT0119'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF KT0119'DOUBLE 24-INCH CONCRETE PIPE CULVERTS UNDER AN ABANDONED RAILROAD KT0119'BED, 91 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 62 1/2 FEET KT0119'SOUTHWEST OF TELEPONE POLE 263, 69 FEET SOUTH-SOUTHWEST OF THE KT0119'CENTER OF THE SOUTHWEST END OF A 36-INCH PIPE CULVERT UNDER THE KT0119'ROAD, 59.3 FEET SOUTHWEST OF A FENCE, AND ABOUT 2 FEET LOWER THAN KT0119'THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1929 *********************************************************************** KS1929 DESIGNATION - W 1430 KS1929 PID - KS1929 KS1929 STATE/COUNTY- CA/BUTTE KS1929 USGS QUAD - RICHARDSON SPRINGS (1969) KS1929 KS1929 *CURRENT SURVEY CONTROL KS1929 ___________________________________________________________________ KS1929* NAD 83(1986)- 39 45 04. (N) 121 50 21. (W) SCALED KS1929* NAVD 88 - 66.195 (meters) 217.17 (feet) ADJUSTED KS1929 ___________________________________________________________________ KS1929 GEOID HEIGHT- -27.39 (meters) GEOID03 KS1929 DYNAMIC HT - 66.161 (meters) 217.06 (feet) COMP KS1929 MODELED GRAV- 980,124.7 (mgal) NAVD 88 KS1929 KS1929 VERT ORDER - FIRST CLASS II KS1929 KS1929.The horizontal coordinates were scaled from a topographic map and have KS1929.an estimated accuracy of +/- 6 seconds. KS1929 KS1929.The orthometric height was determined by differential leveling KS1929.and adjusted by the National Geodetic Survey in June 1991. KS1929 KS1929.The geoid height was determined by GEOID03. KS1929 KS1929.The dynamic height is computed by dividing the NAVD 88 KS1929.geopotential number by the normal gravity value computed on the KS1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1929.degrees latitude (g = 980.6199 gals.). KS1929 KS1929.The modeled gravity was interpolated from observed gravity values. KS1929 KS1929; North East Units Estimated Accuracy KS1929;SPC CA 2 - 731,400. 2,013,780. MT (+/- 180 meters Scaled) KS1929 KS1929 SUPERSEDED SURVEY CONTROL KS1929 KS1929.No superseded survey control is available for this station. KS1929 KS1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK994007(NAD 83) KS1929_MARKER: DV = VERTICAL CONTROL DISK KS1929_SETTING: 38 = ABUTMENT GUARDRAIL KS1929_STAMPING: W 1430 1988 KS1929_MARK LOGO: NGS KS1929_MAGNETIC: N = NO MAGNETIC MATERIAL KS1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1929+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1929 KS1929 HISTORY - Date Condition Report By KS1929 HISTORY - 1988 MONUMENTED NGS KS1929 HISTORY - 20040323 GOOD CADT KS1929 KS1929 STATION DESCRIPTION KS1929 KS1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1929'0.9 KM (0.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1929'JUNCTION OF 1ST AVENUE IN CHICO, IN THE NORTHEAST END OF THE SOUTHEAST KS1929'CONCRETE ABUTMENT GUARDRAIL OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING KS1929'LINDO CANAL, 5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF THE KS1929'SOUTHBOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT) NORTHWEST OF THE KS1929'SOUTHEAST END OF THE GUARDRAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF KS1929'THE HIGHWAY. KS1929 KS1929 STATION RECOVERY (2004) KS1929 KS1929'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1929'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1957 *********************************************************************** KS1957 DESIGNATION - W 1434 KS1957 PID - KS1957 KS1957 STATE/COUNTY- CA/BUTTE KS1957 USGS QUAD - BIGGS (1970) KS1957 KS1957 *CURRENT SURVEY CONTROL KS1957 ___________________________________________________________________ KS1957* NAD 83(1986)- 39 26 20. (N) 121 43 34. (W) SCALED KS1957* NAVD 88 - 29.352 (meters) 96.30 (feet) ADJUSTED KS1957 ___________________________________________________________________ KS1957 GEOID HEIGHT- -28.22 (meters) GEOID03 KS1957 DYNAMIC HT - 29.336 (meters) 96.25 (feet) COMP KS1957 MODELED GRAV- 980,091.8 (mgal) NAVD 88 KS1957 KS1957 VERT ORDER - FIRST CLASS II KS1957 KS1957.The horizontal coordinates were scaled from a topographic map and have KS1957.an estimated accuracy of +/- 6 seconds. KS1957 KS1957.The orthometric height was determined by differential leveling KS1957.and adjusted by the National Geodetic Survey in June 1991. KS1957 KS1957.The geoid height was determined by GEOID03. KS1957 KS1957.The dynamic height is computed by dividing the NAVD 88 KS1957.geopotential number by the normal gravity value computed on the KS1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1957.degrees latitude (g = 980.6199 gals.). KS1957 KS1957.The modeled gravity was interpolated from observed gravity values. KS1957 KS1957; North East Units Estimated Accuracy KS1957;SPC CA 2 - 696,760. 2,023,580. MT (+/- 180 meters Scaled) KS1957 KS1957 SUPERSEDED SURVEY CONTROL KS1957 KS1957.No superseded survey control is available for this station. KS1957 KS1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ096662(NAD 83) KS1957_MARKER: I = METAL ROD KS1957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1957_STAMPING: W 1434 1988 KS1957_MARK LOGO: NGS KS1957_PROJECTION: FLUSH KS1957_MAGNETIC: I = MARKER IS A STEEL ROD KS1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1957+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1957_ROD/PIPE-DEPTH: 3.4 meters KS1957 KS1957 HISTORY - Date Condition Report By KS1957 HISTORY - 1988 MONUMENTED NGS KS1957 HISTORY - 20040323 GOOD CADT KS1957 KS1957 STATION DESCRIPTION KS1957 KS1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1957'1.0 KM (0.60 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1957'THE JUNCTION OF B STREET IN BIGGS, THENCE 0.8 KM (0.50 MI) WEST ALONG KS1957'BIGGS-PRINCTON HIGHWAY, THENCE 1.9 KM (1.20 MI) NORTHERLY ALONG KS1957'RICETON HIGHWAY, 175.0 M (574.1 FT) NORTH OF THE NORTH END OF A KS1957'HIGHWAY BRIDGE SPANNING A CANAL, 9.1 M (29.9 FT) WEST OF THE KS1957'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A UTILITY POLE, 0.3 KS1957'M (1.0 FT) SOUTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY. KS1957'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KS1957 KS1957 STATION RECOVERY (2004) KS1957 KS1957'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1957'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1139 *********************************************************************** KS1139 DESIGNATION - W 17 KS1139 PID - KS1139 KS1139 STATE/COUNTY- CA/BUTTE KS1139 USGS QUAD - NELSON (1976) KS1139 KS1139 *CURRENT SURVEY CONTROL KS1139 ___________________________________________________________________ KS1139* NAD 83(1986)- 39 34 29. (N) 121 46 22. (W) SCALED KS1139* NAVD 88 - 39.475 (meters) 129.51 (feet) ADJUSTED KS1139 ___________________________________________________________________ KS1139 GEOID HEIGHT- -27.73 (meters) GEOID03 KS1139 DYNAMIC HT - 39.455 (meters) 129.45 (feet) COMP KS1139 MODELED GRAV- 980,120.4 (mgal) NAVD 88 KS1139 KS1139 VERT ORDER - FIRST CLASS II KS1139 KS1139.The horizontal coordinates were scaled from a topographic map and have KS1139.an estimated accuracy of +/- 6 seconds. KS1139 KS1139.The orthometric height was determined by differential leveling KS1139.and adjusted by the National Geodetic Survey in June 1991. KS1139 KS1139.The geoid height was determined by GEOID03. KS1139 KS1139.The dynamic height is computed by dividing the NAVD 88 KS1139.geopotential number by the normal gravity value computed on the KS1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1139.degrees latitude (g = 980.6199 gals.). KS1139 KS1139.The modeled gravity was interpolated from observed gravity values. KS1139 KS1139; North East Units Estimated Accuracy KS1139;SPC CA 2 - 711,830. 2,019,520. MT (+/- 180 meters Scaled) KS1139 KS1139 SUPERSEDED SURVEY CONTROL KS1139 KS1139 NGVD 29 (??/??/??) 38.763 (m) 127.17 (f) ADJUSTED 1 2 KS1139 KS1139.Superseded values are not recommended for survey control. KS1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1139.See file dsdata.txt to determine how the superseded data were derived. KS1139 KS1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ054812(NAD 83) KS1139_MARKER: DB = BENCH MARK DISK KS1139_SETTING: 36 = BRIDGE KS1139_STAMPING: W 17 1919 126.981 FEET KS1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1139 KS1139 HISTORY - Date Condition Report By KS1139 HISTORY - 1919 MONUMENTED CGS KS1139 HISTORY - 1949 POOR NGS KS1139 HISTORY - 20040323 MARK NOT FOUND CADT KS1139 KS1139 STATION DESCRIPTION KS1139 KS1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1139'1.5 MI N FROM NELSON. KS1139'ABOUT 1-1/2 MILES NORTH OF NELSON, BUTTE COUNTY, ON THE SOUTHERN KS1139'PACIFIC CO. RAILROAD, AT MILEAGE 173.05, 100 FEET WEST OF CULVERT KS1139'173 A, ON THE EAST GUARDRAIL AT THE SOUTH END OF A HIGHWAY KS1139'BRIDGE, AND ABOUT 1 FOOT ABOVE THE ROADWAY. KS1139 KS1139 STATION RECOVERY (2004) KS1139 KS1139'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1139'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0830 *********************************************************************** KT0830 DESIGNATION - W 215 KT0830 PID - KT0830 KT0830 STATE/COUNTY- CA/TEHAMA KT0830 USGS QUAD - NEWVILLE (1973) KT0830 KT0830 *CURRENT SURVEY CONTROL KT0830 ___________________________________________________________________ KT0830* NAD 83(1992)- 39 48 08.30044(N) 122 33 34.47833(W) ADJUSTED KT0830* NAVD 88 - 217.47 (+/-2cm) 713.5 (feet) VERTCON KT0830 ___________________________________________________________________ KT0830 EPOCH DATE - 1991.35 KT0830 LAPLACE CORR- -7.10 (seconds) DEFLEC99 KT0830 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0830 KT0830 HORZ ORDER - SECOND KT0830 VERT ORDER - FIRST CLASS II (See Below) KT0830 KT0830.The horizontal coordinates were established by classical geodetic methods KT0830.and adjusted by the National Geodetic Survey in March 1994. KT0830.The horizontal coordinates are valid at the epoch date displayed above. KT0830.The epoch date for horizontal control is a decimal equivalence KT0830.of Year/Month/Day. KT0830 KT0830.The NAVD 88 height was computed by applying the VERTCON shift value to KT0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0830.The vertical order pertains to the NGVD 29 superseded value. KT0830 KT0830.The Laplace correction was computed from DEFLEC99 derived deflections. KT0830 KT0830.The geoid height was determined by GEOID03. KT0830 KT0830; North East Units Scale Factor Converg. KT0830;SPC CA 1 - 552,228.573 1,952,075.678 MT 1.00005564 -0 21 57.2 KT0830;SPC CA 1 - 1,811,769.91 6,404,434.95 sFT 1.00005564 -0 21 57.2 KT0830;SPC CA 2 - 737,223.557 1,952,078.654 MT 0.99999306 -0 21 10.1 KT0830;SPC CA 2 - 2,418,707.62 6,404,444.72 sFT 0.99999306 -0 21 10.1 KT0830;UTM 10 - 4,405,908.219 537,702.607 MT 0.99961750 +0 16 55.0 KT0830 KT0830! - Elev Factor x Scale Factor = Combined Factor KT0830!SPC CA 1 - 0.99997042 x 1.00005564 = 1.00002605 KT0830!SPC CA 2 - 0.99997042 x 0.99999306 = 0.99996348 KT0830!UTM 10 - 0.99997042 x 0.99961750 = 0.99958793 KT0830 KT0830: Primary Azimuth Mark Grid Az KT0830:SPC CA 1 - W 215 AZ MK 123 16 13.1 KT0830:SPC CA 2 - W 215 AZ MK 123 15 26.0 KT0830:UTM 10 - W 215 AZ MK 122 37 20.9 KT0830 KT0830|---------------------------------------------------------------------| KT0830| PID Reference Object Distance Geod. Az | KT0830| dddmmss.s | KT0830| KT0829 W 215 RM 1 16.030 METERS 08019 | KT0830| KT0827 W 215 AZ MK 1225415.9 | KT0830| KT1929 EAGLE PEAK LOOKOUT TOWER APPROX.15.5 KM 3330546.7 | KT0830| KT0831 W 215 RM 2 8.593 METERS 33658 | KT0830|---------------------------------------------------------------------| KT0830 KT0830 SUPERSEDED SURVEY CONTROL KT0830 KT0830 NAD 83(1986)- 39 48 08.29583(N) 122 33 34.45644(W) AD(1984.00) 2 KT0830 NAD 27 - 39 48 08.73518(N) 122 33 30.48306(W) AD( ) 2 KT0830 NGVD 29 (??/??/92) 216.622 (m) 710.70 (f) ADJ UNCH 1 2 KT0830 KT0830.Superseded values are not recommended for survey control. KT0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0830.See file dsdata.txt to determine how the superseded data were derived. KT0830 KT0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK3770305908(NAD 83) KT0830_MARKER: DB = BENCH MARK DISK KT0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0830_STAMPING: W 215 1935 KT0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0830+STABILITY: SURFACE MOTION KT0830 KT0830 HISTORY - Date Condition Report By KT0830 HISTORY - 1965 MONUMENTED CGS KT0830 HISTORY - 1966 SEE DESCRIPTION CGS KT0830 HISTORY - 1966 GOOD NGS KT0830 KT0830 STATION DESCRIPTION KT0830 KT0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL) KT0830'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A NORTH-SOUTH KT0830'ROAD ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF PASKENTA, 2 MILES KT0830'WEST-NORTHWEST OF NEWVILLE, AND 7 MILES NORTHEAST OF A HIGH KT0830'PEAK KNOWN AS VALLEY VIEW. KT0830' KT0830'TO REACH FROM THE POST OFFICE IN PASKENTA GO SOUTHWESTERLY KT0830'ON ROUND VALLEY ROAD FOR 3.85 MILES TO A SIDE ROAD LEFT AND A KT0830'SIGN ORLAND 28 AND OTHERS. TURN LEFT AND GO SOUTH AS PER KT0830'SIGN FOR 3.9 MILES TO THE STATION 35 FEET ON THE RIGHT, WEST KT0830'SIDE OF THE ROAD. KT0830' KT0830'THE STATION MARK, A STANDARD BENCH MARK SET IN A 6-INCH SQUARE KT0830'CONCRETE MONUMENT, STAMPED W 215 1935 IS 35 FEET WEST-SOUTHWEST KT0830'OF THE ROAD CENTERLINE, 4 FEET EAST OF A WIRE FENCE, AND 6.4 KT0830'FEET NORTHWEST OF A WITNESS POST. THE MONUMENT PROJECTS 10 KT0830'INCHES. KT0830' KT0830'REFERENCE MARK 1, A STANDARD DISK SET IN A 12-INCH ROUND KT0830'CONCRETE MONUMENT, STAMPED BM W 215 NO 1 1964 IS 18 FEET KT0830'EAST-NORTHEAST OF THE ROAD CENTERLINE, 1 FOOT WEST OF A WIRE KT0830'FENCE, AND 1.3 FEET NORTH OF A WITNESS POST. THE MONUMENT KT0830'PROJECTS 10 INCHES. KT0830' KT0830'REFERENCE MARK 2, A STANDARD DISK SET IN A 12-INCH CONCRETE KT0830'MONUMENT, STAMPED BM W 215 NO 2 1964 IS 41 FEET WEST-SOUTHWEST KT0830'OF THE ROAD CENTERLINE, 1 FOOT EAST OF A WIRE FENCE AND 34.5 KT0830'FEET NORTH-NORTHWEST OF A WITNESS POST. THE MONUMENT PROJECTS KT0830'2 INCHES. KT0830' KT0830'THE AZIMUTH MARK, A STANDARD DISK SET IN A 12-INCH ROUND CONCRETE KT0830'MONUMENT, STAMPED BM W215 1964 IS 27 FEET NORTHEAST OF THE KT0830'ROAD CENTERLINE, 1 FOOT SOUTHWEST OF A WIRE FENCE, AND 1.6 FEET KT0830'WEST OF A WITNESS POST. THE MONUMENT PROJECTS 2 INCHES. KT0830' KT0830'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH AND KT0830'EAST FOR 0.95 MILE TO THE MARK ON THE LEFT, NORTHEAST SIDE OF KT0830'THE ROAD. KT0830' KT0830'DISTANCE BETWEEN REFERENCE MARKS--65.17 FT. OR 19.866 M. KT0830 KT0830 STATION RECOVERY (1966) KT0830 KT0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS) KT0830'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE KT0830'RECOVERED IN GOOD CONDITION. KT0830' KT0830'TO REACH FROM THE POST OFFICE AT PASKENTA, GO 3.9 MILES KT0830'SOUTHWEST ALONG COUNTY ROAD A 9, THENCE 3.0 MILES SOUTH ALONG KT0830'GARLAND ROAD, THENCE 0.85 MILE SOUTH ALONG NEWVILLE ROAD. KT0830' KT0830'THE STATION IS A C AND GS BENCH MARK DISK, STAMPED W 215 KT0830'1935. 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET KT0830'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE KT0830'POST PROJECTING 1.0 FOOT ABOVE THE GROUND. KT0830' KT0830'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED BM W 215 KT0830'NO 1 1964. 52.75 FEET EAST OF THE STATION, AND SET IN THE TOP KT0830'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. KT0830' KT0830'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BM W 215 KT0830'NO 2 1964. 28.24 FEET NORTH OF THE STATION, AND SET IN THE KT0830'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KT0830' KT0830'THE AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED BM W 215 1964. KT0830'0.95 MILES SOUTHEAST OF THE STATION, 26 FEET NORTH OF THE CENTER KT0830'LINE OF NEWVILLE ROAD, 1.6 FEET WEST OF A WITNESS POST, AND SET KT0830'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE KT0830'GROUND. KT0830' KT0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 KT0830'MILES SOUTH OF PASKENTA KT0830 KT0830 STATION RECOVERY (1966) KT0830 KT0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0830'7.8 MI S FROM PASKENTA. KT0830'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0830'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0830'0.85 MILE SOUTH ALONG NEWVILLE ROAD, 0.15 MILE NORTH OF TEHAMA-GLENN KT0830'COUNTY LINE, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET KT0830'NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF AN 18-INCH KT0830'PIPE CULVERT, 28.24 FEET SOUTH OF BENCH MARK BM W 215 R.M. 2, KT0830'52.75 FEET WEST AND ACROSS THE ROAD FROM BENCH MARK BM W 215 R.M. KT0830'1, 4.2 FEET EAST OF A FENCE, 6.0 FEET NORTH-NORTHWEST OF A WITNESS KT0830'POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF KT0830'A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0827 *********************************************************************** 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(1986)- 39 47 45. (N) 122 32 47. (W) SCALED KT0827* NAVD 88 - 207.15 (+/-2cm) 679.6 (feet) VERTCON KT0827 ___________________________________________________________________ KT0827 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0827 KT0827 VERT ORDER - FIRST CLASS II (See Below) KT0827 KT0827.The horizontal coordinates were scaled from a topographic map and have KT0827.an estimated accuracy of +/- 6 seconds. KT0827 KT0827.The NAVD 88 height was computed by applying the VERTCON shift value to KT0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0827.The vertical order pertains to the NGVD 29 superseded value. KT0827 KT0827.The geoid height was determined by GEOID03. KT0827 KT0827; North East Units Estimated Accuracy KT0827;SPC CA 2 - 736,500. 1,953,200. MT (+/- 180 meters Scaled) KT0827 KT0827 SUPERSEDED SURVEY CONTROL KT0827 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: 10SEK388051(NAD 83) KT0827_MARKER: DZ = AZIMUTH MARK DISK KT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0827_STAMPING: BM W 215 1964 KT0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0827+STABILITY: SURFACE MOTION KT0827 KT0827 HISTORY - Date Condition Report By KT0827 HISTORY - 1964 MONUMENTED CGS KT0827 HISTORY - 1966 GOOD NGS 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0829 *********************************************************************** KT0829 DESIGNATION - W 215 RM 1 KT0829 PID - KT0829 KT0829 STATE/COUNTY- CA/TEHAMA KT0829 USGS QUAD - NEWVILLE (1973) KT0829 KT0829 *CURRENT SURVEY CONTROL KT0829 ___________________________________________________________________ KT0829* NAD 83(1986)- 39 48 08. (N) 122 33 34. (W) SCALED KT0829* NAVD 88 - 216.44 (+/-2cm) 710.1 (feet) VERTCON KT0829 ___________________________________________________________________ KT0829 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0829 KT0829 VERT ORDER - FIRST CLASS II (See Below) KT0829 KT0829.The horizontal coordinates were scaled from a topographic map and have KT0829.an estimated accuracy of +/- 6 seconds. KT0829 KT0829.The NAVD 88 height was computed by applying the VERTCON shift value to KT0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0829.The vertical order pertains to the NGVD 29 superseded value. KT0829 KT0829.The geoid height was determined by GEOID03. KT0829 KT0829; North East Units Estimated Accuracy KT0829;SPC CA 1 - 552,220. 1,952,090. MT (+/- 180 meters Scaled) KT0829 KT0829 SUPERSEDED SURVEY CONTROL KT0829 KT0829 NGVD 29 (??/??/92) 215.585 (m) 707.30 (f) ADJ UNCH 1 2 KT0829 KT0829.Superseded values are not recommended for survey control. KT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0829.See file dsdata.txt to determine how the superseded data were derived. KT0829 KT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK377058(NAD 83) KT0829_MARKER: DR = REFERENCE MARK DISK KT0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0829_STAMPING: BM W 215 NO 1 1964 KT0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0829+STABILITY: SURFACE MOTION KT0829 KT0829 HISTORY - Date Condition Report By KT0829 HISTORY - 1964 MONUMENTED CGS KT0829 HISTORY - 1966 GOOD NGS KT0829 KT0829 STATION DESCRIPTION KT0829 KT0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0829'7.8 MI S FROM PASKENTA. KT0829'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0829'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0829'0.85 MILE SOUTH ALONG NEWVILLE ROAD, 0.15 MILE NORTH OF TEHAMA-GLENN KT0829'COUNTY LINE, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 52.75 KT0829'FEET EAST AND ACROSS THE ROAD FROM BENCH MARK W 215, 65.45 FEET KT0829'EAST-SOUTHEAST AND ACROSS THE ROAD FROM R.M. 2, 36 FEET NORTH KT0829'OF THE CENTER OF THE EAST END OF AN 18-INCH PIPE CULVERT, 1.0 KT0829'FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT KT0829'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST KT0829'PROJECTING 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0831 *********************************************************************** KT0831 DESIGNATION - W 215 RM 2 KT0831 PID - KT0831 KT0831 STATE/COUNTY- CA/TEHAMA KT0831 USGS QUAD - NEWVILLE (1973) KT0831 KT0831 *CURRENT SURVEY CONTROL KT0831 ___________________________________________________________________ KT0831* NAD 83(1986)- 39 48 08. (N) 122 33 34. (W) SCALED KT0831* NAVD 88 - 217.98 (+/-2cm) 715.2 (feet) VERTCON KT0831 ___________________________________________________________________ KT0831 GEOID HEIGHT- -28.89 (meters) GEOID03 KT0831 KT0831 VERT ORDER - FIRST CLASS II (See Below) KT0831 KT0831.The horizontal coordinates were scaled from a topographic map and have KT0831.an estimated accuracy of +/- 6 seconds. KT0831 KT0831.The NAVD 88 height was computed by applying the VERTCON shift value to KT0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0831.The vertical order pertains to the NGVD 29 superseded value. KT0831 KT0831.The geoid height was determined by GEOID03. KT0831 KT0831; North East Units Estimated Accuracy KT0831;SPC CA 1 - 552,220. 1,952,090. MT (+/- 180 meters Scaled) KT0831 KT0831 SUPERSEDED SURVEY CONTROL KT0831 KT0831 NGVD 29 (??/??/92) 217.130 (m) 712.37 (f) ADJ UNCH 1 2 KT0831 KT0831.Superseded values are not recommended for survey control. KT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0831.See file dsdata.txt to determine how the superseded data were derived. KT0831 KT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK377058(NAD 83) KT0831_MARKER: DR = REFERENCE MARK DISK KT0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0831_STAMPING: BM W 215 NO 2 1964 KT0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0831+STABILITY: SURFACE MOTION KT0831 KT0831 HISTORY - Date Condition Report By KT0831 HISTORY - 1964 MONUMENTED CGS KT0831 HISTORY - 1966 GOOD NGS KT0831 KT0831 STATION DESCRIPTION KT0831 KT0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0831'7.8 MI S FROM PASKENTA. KT0831'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0831'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0831'0.85 MILE SOUTH ALONG NEWVILLE ROAD, 0.15 MILE NORTH OF TEHAMA-GLENN KT0831'COUNTY LINE, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 28.24 KT0831'FEET NORTH OF BENCH MARK W 215, 65.45 FEET WEST-NORTHWEST OF AND KT0831'ACROSS THE ROAD FROM R.M. 1, 1.5 FEET EAST OF A FENCE, ABOUT 4 KT0831'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE KT0831'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0445 *********************************************************************** KT0445 DESIGNATION - W 276 USGS KT0445 PID - KT0445 KT0445 STATE/COUNTY- CA/GLENN KT0445 USGS QUAD - RAIL CANYON (1989) KT0445 KT0445 *CURRENT SURVEY CONTROL KT0445 ___________________________________________________________________ KT0445* NAD 83(1986)- 39 26 23. (N) 122 29 16. (W) SCALED KT0445* NAVD 88 - 343.07 (+/-2cm) 1125.6 (feet) VERTCON KT0445 ___________________________________________________________________ KT0445 GEOID HEIGHT- -29.08 (meters) GEOID03 KT0445 KT0445 VERT ORDER - SECOND CLASS 0 (See Below) KT0445 KT0445.The horizontal coordinates were scaled from a topographic map and have KT0445.an estimated accuracy of +/- 6 seconds. KT0445 KT0445.The NAVD 88 height was computed by applying the VERTCON shift value to KT0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0445.The vertical order pertains to the NGVD 29 superseded value. KT0445 KT0445.The geoid height was determined by GEOID03. KT0445 KT0445; North East Units Estimated Accuracy KT0445;SPC CA 2 - 696,930. 1,958,010. MT (+/- 180 meters Scaled) KT0445 KT0445 SUPERSEDED SURVEY CONTROL KT0445 KT0445 NGVD 29 (??/??/92) 342.241 (m) 1122.84 (f) ADJ UNCH 2 0 KT0445 KT0445.Superseded values are not recommended for survey control. KT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0445.See file dsdata.txt to determine how the superseded data were derived. KT0445 KT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ440657(NAD 83) KT0445_MARKER: DB = BENCH MARK DISK KT0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0445_STAMPING: W 276 1935 KT0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0445+STABILITY: SURFACE MOTION KT0445 KT0445 HISTORY - Date Condition Report By KT0445 HISTORY - 1935 MONUMENTED CGS KT0445 KT0445 STATION DESCRIPTION KT0445 KT0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0445'6.7 MI NE FROM STONYFORD. KT0445'IN GLENN COUNTY, 6.7 MILES NORTHEAST ALONG THE WILLOWS ROAD FROM KT0445'STONYFORD, COLUSA COUNTY, ABOUT 1 MILE NORTHEAST OF THE JUNCTION KT0445'OF THE ELK CREEK ROAD, 57 FEET NORTH OF THE INTERSECTION OF FOUR KT0445'FENCES, AT A CURVE TO THE WEST, 31 FEET SOUTHEAST OF THE CENTERLINE KT0445'OF THE ROAD, 6 FEET SOUTH OF AN X FORMED BY FENCE BRACES, AND 1.5 KT0445'FEET WEST OF THE NORTH-AND-SOUTH FENCE. A STANDARD DISK, KT0445'STAMPED W 276 1935 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0222 *********************************************************************** KT0222 DESIGNATION - W 380 KT0222 PID - KT0222 KT0222 STATE/COUNTY- CA/GLENN KT0222 USGS QUAD - BLACK BUTTE DAM (1973) KT0222 KT0222 *CURRENT SURVEY CONTROL KT0222 ___________________________________________________________________ KT0222* NAD 83(1986)- 39 46 49. (N) 122 18 12. (W) SCALED KT0222* NAVD 88 - 110.09 (+/-2cm) 361.2 (feet) VERTCON KT0222 ___________________________________________________________________ KT0222 GEOID HEIGHT- -28.84 (meters) GEOID03 KT0222 KT0222 VERT ORDER - SECOND CLASS 0 (See Below) KT0222 KT0222.The horizontal coordinates were scaled from a topographic map and have KT0222.an estimated accuracy of +/- 6 seconds. KT0222 KT0222.The NAVD 88 height was computed by applying the VERTCON shift value to KT0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0222.The vertical order pertains to the NGVD 29 superseded value. KT0222 KT0222.The geoid height was determined by GEOID03. KT0222 KT0222; North East Units Estimated Accuracy KT0222;SPC CA 2 - 734,670. 1,974,020. MT (+/- 180 meters Scaled) KT0222 KT0222 SUPERSEDED SURVEY CONTROL KT0222 KT0222 NGVD 29 (??/??/92) 109.311 (m) 358.63 (f) ADJ UNCH 2 0 KT0222 KT0222.Superseded values are not recommended for survey control. KT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0222.See file dsdata.txt to determine how the superseded data were derived. KT0222 KT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK596036(NAD 83) KT0222_MARKER: DB = BENCH MARK DISK KT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0222_STAMPING: W 380 1949 KT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0222+STABILITY: SURFACE MOTION KT0222 KT0222 HISTORY - Date Condition Report By KT0222 HISTORY - 1949 MONUMENTED CGS KT0222 HISTORY - 1966 GOOD USGS KT0222 KT0222 STATION DESCRIPTION KT0222 KT0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0222'6.4 MI NW FROM ORLAND. KT0222'6.4 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0222'PACIFIC CO. RAILROAD STATION AT ORLAND, 0.6 MILE WEST OF THE KT0222'GRAVES CEMETERY, 0.5 MILE WEST OF THE JUNCTION OF A ROAD LEADING KT0222'NORTH TO THE DIVERSION DAM, 0.4 MILE EAST OF A DRIVEWAY LEADING KT0222'SOUTH TO A FARMHOUSE, AT THE WEST END OF A CURVE, 31 FEET NORTH KT0222'OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A FENCE, 1.8 KT0222'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET KT0222'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE KT0222'GROUND. KT0222 KT0222 STATION RECOVERY (1966) KT0222 KT0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0222'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0149 *********************************************************************** KT0149 DESIGNATION - W 43 USGS KT0149 PID - KT0149 KT0149 STATE/COUNTY- CA/GLENN KT0149 USGS QUAD - FRUTO NE (1969) KT0149 KT0149 *CURRENT SURVEY CONTROL KT0149 ___________________________________________________________________ KT0149* NAD 83(1986)- 39 39 14. (N) 122 15 11. (W) SCALED KT0149* NAVD 88 - 68.40 (+/-2cm) 224.4 (feet) VERTCON KT0149 ___________________________________________________________________ KT0149 GEOID HEIGHT- -28.83 (meters) GEOID03 KT0149 KT0149 VERT ORDER - FIRST CLASS II (See Below) KT0149 KT0149.The horizontal coordinates were scaled from a topographic map and have KT0149.an estimated accuracy of +/- 6 seconds. KT0149 KT0149.The NAVD 88 height was computed by applying the VERTCON shift value to KT0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0149.The vertical order pertains to the NGVD 29 superseded value. KT0149 KT0149.The geoid height was determined by GEOID03. KT0149 KT0149; North East Units Estimated Accuracy KT0149;SPC CA 2 - 720,630. 1,978,280. MT (+/- 180 meters Scaled) KT0149 KT0149 SUPERSEDED SURVEY CONTROL KT0149 KT0149 NGVD 29 (??/??/92) 67.649 (m) 221.95 (f) ADJ UNCH 1 2 KT0149 KT0149.Superseded values are not recommended for survey control. KT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0149.See file dsdata.txt to determine how the superseded data were derived. KT0149 KT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ640896(NAD 83) KT0149_MARKER: DB = BENCH MARK DISK KT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0149_STAMPING: W 43 1948 KT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0149+STABILITY: SURFACE MOTION KT0149 KT0149 HISTORY - Date Condition Report By KT0149 HISTORY - 1948 MONUMENTED USGS KT0149 HISTORY - 1949 GOOD NGS KT0149 KT0149 STATION DESCRIPTION KT0149 KT0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0149'9.4 MI SW FROM ORLAND. KT0149'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0149'STATION AT ORLAND, THENCE 3.1 MILES WEST ALONG COUNTY ROAD NO. 25, KT0149'THENCE 3 MILES SOUTH ALONG COUNTY ROAD D, AT A T ROAD INTERSECTION, KT0149'49 FEET SOUTHWEST OF THE CENTER LINES OF THE ROADS, 45 FEET KT0149'NORTH OF A POWER POLE, 20 FEET NORTH OF THE WEST END OF A 24-INCH KT0149'CONCRETE CULVERT, 16.4 FEET SOUTH OF A FENCE CORNER, 2.1 FEET KT0149'WEST OF FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST KT0149'PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1103 *********************************************************************** KS1103 DESIGNATION - W 743 USE KS1103 PID - KS1103 KS1103 STATE/COUNTY- CA/BUTTE KS1103 USGS QUAD - RICHARDSON SPRINGS (1969) KS1103 KS1103 *CURRENT SURVEY CONTROL KS1103 ___________________________________________________________________ KS1103* NAD 83(1986)- 39 47 13. (N) 121 51 01. (W) SCALED KS1103* NAVD 88 - 62.152 (meters) 203.91 (feet) ADJUSTED KS1103 ___________________________________________________________________ KS1103 GEOID HEIGHT- -27.36 (meters) GEOID03 KS1103 DYNAMIC HT - 62.120 (meters) 203.81 (feet) COMP KS1103 MODELED GRAV- 980,118.2 (mgal) NAVD 88 KS1103 KS1103 VERT ORDER - FIRST CLASS II KS1103 KS1103.This mark is at Chico Municipal Airport (CIC) KS1103 KS1103.The horizontal coordinates were scaled from a topographic map and have KS1103.an estimated accuracy of +/- 6 seconds. KS1103 KS1103.The orthometric height was determined by differential leveling KS1103.and adjusted by the National Geodetic Survey in June 1991. KS1103 KS1103.The geoid height was determined by GEOID03. KS1103 KS1103.The dynamic height is computed by dividing the NAVD 88 KS1103.geopotential number by the normal gravity value computed on the KS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1103.degrees latitude (g = 980.6199 gals.). KS1103 KS1103.The modeled gravity was interpolated from observed gravity values. KS1103 KS1103; North East Units Estimated Accuracy KS1103;SPC CA 2 - 735,380. 2,012,830. MT (+/- 180 meters Scaled) KS1103 KS1103 SUPERSEDED SURVEY CONTROL KS1103 KS1103 NGVD 29 (??/??/??) 61.442 (m) 201.58 (f) ADJUSTED 1 2 KS1103 KS1103.Superseded values are not recommended for survey control. KS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1103.See file dsdata.txt to determine how the superseded data were derived. KS1103 KS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK984047(NAD 83) KS1103_MARKER: P = PIPE CAP KS1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS1103_STAMPING: W 743 KS1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1103 KS1103 HISTORY - Date Condition Report By KS1103 HISTORY - UNK MONUMENTED DOD KS1103 HISTORY - 1949 GOOD NGS KS1103 HISTORY - 1967 GOOD NGS KS1103 KS1103 STATION DESCRIPTION KS1103 KS1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1103'5.7 MI N FROM CHICO. KS1103'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 0.15 MILE WEST OF THE KS1103'SEWAGE-DISPOSAL PLANT, IN LINE WITH THE PROLONGATION TO THE KS1103'SOUTHEAST OF THE CENTERLINE OF THE NORTHWEST-AND-SOUTHEAST KS1103'RUNWAY, 448 FEET SOUTHEAST OF THE SOUTHEAST END OF THE RUNWAY, KS1103'36.3 FEET EAST OF THE CENTER OF A WHITE GATE IN THE BOUNDARY KS1103'FENCE, AND 2.6 FEET SOUTH OF THE FENCE. A CORPS OF ENGINEERS, KS1103'U.S. ARMY, STANDARD CAP, STAMPED W 743 AND FASTENED ON THE TOP KS1103'OF A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.7 FOOT KS1103'ABOVE GROUND. NOTE-- TO REACH FROM THE CITY PARK AT CHICO, GO KS1103'NORTHWEST 1.7 MILES ALONG U.S. HIGHWAY 99 E, THENCE EAST AND NORTH KS1103'4.0 MILES ALONG THE RICHARDSON SPRINGS ROAD TO THE MAIN ENTRANCE KS1103'TO THE AIRPORT. KS1103 KS1103 STATION RECOVERY (1967) KS1103 KS1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KS1103'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1134 *********************************************************************** KS1134 DESIGNATION - W 846 KS1134 PID - KS1134 KS1134 STATE/COUNTY- CA/BUTTE KS1134 USGS QUAD - NELSON (1976) KS1134 KS1134 *CURRENT SURVEY CONTROL KS1134 ___________________________________________________________________ KS1134* NAD 83(1986)- 39 37 26. (N) 121 47 28. (W) SCALED KS1134* NAVD 88 - 43.576 (meters) 142.97 (feet) ADJUSTED KS1134 ___________________________________________________________________ KS1134 GEOID HEIGHT- -27.59 (meters) GEOID03 KS1134 DYNAMIC HT - 43.554 (meters) 142.89 (feet) COMP KS1134 MODELED GRAV- 980,126.0 (mgal) NAVD 88 KS1134 KS1134 VERT ORDER - FIRST CLASS II KS1134 KS1134.The horizontal coordinates were scaled from a topographic map and have KS1134.an estimated accuracy of +/- 6 seconds. KS1134 KS1134.The orthometric height was determined by differential leveling KS1134.and adjusted by the National Geodetic Survey in June 1991. KS1134 KS1134.The geoid height was determined by GEOID03. KS1134 KS1134.The dynamic height is computed by dividing the NAVD 88 KS1134.geopotential number by the normal gravity value computed on the KS1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1134.degrees latitude (g = 980.6199 gals.). KS1134 KS1134.The modeled gravity was interpolated from observed gravity values. KS1134 KS1134; North East Units Estimated Accuracy KS1134;SPC CA 2 - 717,290. 2,017,940. MT (+/- 180 meters Scaled) KS1134 KS1134 SUPERSEDED SURVEY CONTROL KS1134 KS1134 NGVD 29 (??/??/??) 42.865 (m) 140.63 (f) ADJUSTED 1 2 KS1134 KS1134.Superseded values are not recommended for survey control. KS1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1134.See file dsdata.txt to determine how the superseded data were derived. KS1134 KS1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ037867(NAD 83) KS1134_MARKER: DB = BENCH MARK DISK KS1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1134_STAMPING: W 846 1948 KS1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1134+STABILITY: SURFACE MOTION KS1134 KS1134 HISTORY - Date Condition Report By KS1134 HISTORY - 1948 MONUMENTED CGS KS1134 HISTORY - 20040323 MARK NOT FOUND CADT KS1134 KS1134 STATION DESCRIPTION KS1134 KS1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1134'1.5 MI SE FROM DURHAM. KS1134'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD KS1134'FROM THE STATION AT DURHAM, ABOUT 9 RAILS NORTHWEST OF SIGNAL KS1134'NO. D 176.6, 43.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY KS1134'NO. 99E, 35.3 FEET WEST OF THE WEST RAIL OF THE RAILROAD, KS1134'3.4 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH A ROW KS1134'OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST PROJECTING KS1134'0.4 FOOT ABOVE THE GROUND. WITNESS POST SET 2.0 FEET SOUTH OF KS1134'THE STATION. NOTE-- BENCH MARK WAS FOUND TILTED OUT OF ORIGINAL KS1134'POSITION AS IF STRUCK BY HEAVY EQUIPMENT. KS1134 KS1134 STATION RECOVERY (2004) KS1134 KS1134'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1134'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1128 *********************************************************************** KS1128 DESIGNATION - W 848 KS1128 PID - KS1128 KS1128 STATE/COUNTY- CA/BUTTE KS1128 USGS QUAD - CHICO (1978) KS1128 KS1128 *CURRENT SURVEY CONTROL KS1128 ___________________________________________________________________ KS1128* NAD 83(1986)- 39 41 08. (N) 121 48 50. (W) SCALED KS1128* NAVD 88 - 57.608 (meters) 189.00 (feet) ADJUSTED KS1128 ___________________________________________________________________ KS1128 GEOID HEIGHT- -27.47 (meters) GEOID03 KS1128 DYNAMIC HT - 57.579 (meters) 188.91 (feet) COMP KS1128 MODELED GRAV- 980,127.3 (mgal) NAVD 88 KS1128 KS1128 VERT ORDER - FIRST CLASS II KS1128 KS1128.The horizontal coordinates were scaled from a topographic map and have KS1128.an estimated accuracy of +/- 6 seconds. KS1128 KS1128.The orthometric height was determined by differential leveling KS1128.and adjusted by the National Geodetic Survey in June 1991. KS1128 KS1128.The geoid height was determined by GEOID03. KS1128 KS1128.The dynamic height is computed by dividing the NAVD 88 KS1128.geopotential number by the normal gravity value computed on the KS1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1128.degrees latitude (g = 980.6199 gals.). KS1128 KS1128.The modeled gravity was interpolated from observed gravity values. KS1128 KS1128; North East Units Estimated Accuracy KS1128;SPC CA 2 - 724,130. 2,015,970. MT (+/- 180 meters Scaled) KS1128 KS1128 SUPERSEDED SURVEY CONTROL KS1128 KS1128 NGVD 29 (??/??/??) 56.898 (m) 186.67 (f) ADJUSTED 1 2 KS1128 KS1128.Superseded values are not recommended for survey control. KS1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1128.See file dsdata.txt to determine how the superseded data were derived. KS1128 KS1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ017935(NAD 83) KS1128_MARKER: DB = BENCH MARK DISK KS1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1128_STAMPING: W 848 1948 KS1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1128+STABILITY: SURFACE MOTION KS1128 KS1128 HISTORY - Date Condition Report By KS1128 HISTORY - 1948 MONUMENTED CGS KS1128 HISTORY - 1949 GOOD NGS KS1128 HISTORY - 1986 MARK NOT FOUND USPSQD KS1128 HISTORY - 20040323 MARK NOT FOUND CADT KS1128 KS1128 STATION DESCRIPTION KS1128 KS1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1128'2.9 MI NW FROM DURHAM. KS1128'2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1128'FROM THE STATION AT DURHAM, AT MILEPOST 181, 38.2 FEET EAST OF THE KS1128'EAST RAIL, 22.2 FEET SOUTH OF THE MILEPOST, 11.9 FEET WEST KS1128'OF A FENCE LINE AND IN LINE WITH A ROW OF TELEPHONE POLES, KS1128'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE KS1128'THE GROUND. WITNESS POST SET 1.6 FEET SOUTH OF THE STATION. KS1128 KS1128 STATION RECOVERY (1986) KS1128 KS1128'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLB) KS1128'MARK NOT FOUND. KS1128 KS1128 STATION RECOVERY (2004) KS1128 KS1128'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1128'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0506 *********************************************************************** KT0506 DESIGNATION - W 850 KT0506 PID - KT0506 KT0506 STATE/COUNTY- CA/COLUSA KT0506 USGS QUAD - LOGANDALE (1973) KT0506 KT0506 *CURRENT SURVEY CONTROL KT0506 ___________________________________________________________________ KT0506* NAD 83(1986)- 39 22 40. (N) 122 14 53. (W) SCALED KT0506* NAVD 88 - 34.90 (+/-2cm) 114.5 (feet) VERTCON KT0506 ___________________________________________________________________ KT0506 GEOID HEIGHT- -29.39 (meters) GEOID03 KT0506 KT0506 VERT ORDER - FIRST CLASS II (See Below) KT0506 KT0506.The horizontal coordinates were scaled from a topographic map and have KT0506.an estimated accuracy of +/- 6 seconds. KT0506 KT0506.The NAVD 88 height was computed by applying the VERTCON shift value to KT0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0506.The vertical order pertains to the NGVD 29 superseded value. KT0506 KT0506.The geoid height was determined by GEOID03. KT0506 KT0506; North East Units Estimated Accuracy KT0506;SPC CA 2 - 689,970. 1,978,630. MT (+/- 180 meters Scaled) KT0506 KT0506 SUPERSEDED SURVEY CONTROL KT0506 KT0506 NGVD 29 (??/??/92) 34.150 (m) 112.04 (f) ADJ UNCH 1 2 KT0506 KT0506.Superseded values are not recommended for survey control. KT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0506.See file dsdata.txt to determine how the superseded data were derived. KT0506 KT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ647589(NAD 83) KT0506_MARKER: DB = BENCH MARK DISK KT0506_SETTING: 36 = CANAL KT0506_STAMPING: W 850 1949 KT0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0506 KT0506 HISTORY - Date Condition Report By KT0506 HISTORY - 1949 MONUMENTED CGS KT0506 HISTORY - 20040427 GOOD CADT KT0506 KT0506 STATION DESCRIPTION KT0506 KT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0506'9.7 MI NW FROM MAXWELL. KT0506'1.9 MILES WEST ALONG LEESVILLE ROAD FROM THE POST OFFICE AT KT0506'MAXWELL, THENCE 5.8 MILES NORTH ALONG DERMOTT ROAD, THENCE KT0506'1 MILE WEST ALONG DIRKS ROAD, THENCE 1 MILE NORTH ALONG DELEVAN KT0506'ROAD, ABOUT 12.3 MILES SOUTH OF WILLOWS, AT A T INTERSECTION KT0506'OF A DIM DIRT ROAD, ABOUT 500 FEET SOUTH OF AN OLD CABIN, 65 KT0506'FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE KT0506'ROADS, 62 FEET NORTH OF A TELEPHONE POLE, 39 FEET NORTHEAST KT0506'OF A GATE IN A FENCE LINE, 15.6 FEET EAST OF THE FENCE LINE, KT0506'AND SET IN THE WEST END OF THE SOUTH CONCRETE HEADWALL OF AN KT0506'IRRIGATION CANAL GATE. KT0506 KT0506 STATION RECOVERY (2004) KT0506 KT0506'RECOVERY NOTE BY CALTRANS 2004 (RLM) KT0506'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0140 *********************************************************************** KT0140 DESIGNATION - W 851 KT0140 PID - KT0140 KT0140 STATE/COUNTY- CA/GLENN KT0140 USGS QUAD - WILLOWS (1969) KT0140 KT0140 *CURRENT SURVEY CONTROL KT0140 ___________________________________________________________________ KT0140* NAD 83(1986)- 39 32 23. (N) 122 14 58. (W) SCALED KT0140* NAVD 88 - 49.85 (+/-2cm) 163.5 (feet) VERTCON KT0140 ___________________________________________________________________ KT0140 GEOID HEIGHT- -29.03 (meters) GEOID03 KT0140 KT0140 VERT ORDER - FIRST CLASS II (See Below) KT0140 KT0140.The horizontal coordinates were scaled from a topographic map and have KT0140.an estimated accuracy of +/- 6 seconds. KT0140 KT0140.The NAVD 88 height was computed by applying the VERTCON shift value to KT0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0140.The vertical order pertains to the NGVD 29 superseded value. KT0140 KT0140.The geoid height was determined by GEOID03. KT0140 KT0140; North East Units Estimated Accuracy KT0140;SPC CA 2 - 707,950. 1,978,560. MT (+/- 180 meters Scaled) KT0140 KT0140 SUPERSEDED SURVEY CONTROL KT0140 KT0140 NGVD 29 (??/??/92) 49.096 (m) 161.08 (f) ADJ UNCH 1 2 KT0140 KT0140.Superseded values are not recommended for survey control. KT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0140.See file dsdata.txt to determine how the superseded data were derived. KT0140 KT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ644769(NAD 83) KT0140_MARKER: DB = BENCH MARK DISK KT0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0140_STAMPING: W 851 1949 KT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0140+STABILITY: SURFACE MOTION KT0140 KT0140 HISTORY - Date Condition Report By KT0140 HISTORY - 1949 MONUMENTED CGS KT0140 KT0140 STATION DESCRIPTION KT0140 KT0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0140'3.7 MI W FROM WILLOWS. KT0140'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0140'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0140'1 MILE NORTH ALONG COUNTY ROAD D, AT A CROSS ROAD, ABOUT 175 FEET KT0140'EAST OF A WHITE RANCH HOUSE, 51 FEET SOUTHWEST OF THE INTERSECTION KT0140'OF THE CENTER LINE OF THE ROADS, 15 FEET SOUTH OF A POWER POLE, KT0140'2 FEET EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE KT0140'POST PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0176 *********************************************************************** KT0176 DESIGNATION - W 852 KT0176 PID - KT0176 KT0176 STATE/COUNTY- CA/GLENN KT0176 USGS QUAD - GLENN (1969) KT0176 KT0176 *CURRENT SURVEY CONTROL KT0176 ___________________________________________________________________ KT0176* NAD 83(1986)- 39 31 19. (N) 122 01 34. (W) SCALED KT0176* NAVD 88 - 29.30 (+/-2cm) 96.1 (feet) VERTCON KT0176 ___________________________________________________________________ KT0176 GEOID HEIGHT- -28.43 (meters) GEOID03 KT0176 KT0176 VERT ORDER - FIRST CLASS II (See Below) KT0176 KT0176.The horizontal coordinates were scaled from a topographic map and have KT0176.an estimated accuracy of +/- 6 seconds. KT0176 KT0176.The NAVD 88 height was computed by applying the VERTCON shift value to KT0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0176.The vertical order pertains to the NGVD 29 superseded value. KT0176 KT0176.The geoid height was determined by GEOID03. KT0176 KT0176; North East Units Estimated Accuracy KT0176;SPC CA 2 - 705,950. 1,997,760. MT (+/- 180 meters Scaled) KT0176 KT0176 SUPERSEDED SURVEY CONTROL KT0176 KT0176 NGVD 29 (??/??/92) 28.568 (m) 93.73 (f) ADJ UNCH 1 2 KT0176 KT0176.Superseded values are not recommended for survey control. KT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0176.See file dsdata.txt to determine how the superseded data were derived. KT0176 KT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ837751(NAD 83) KT0176_MARKER: DB = BENCH MARK DISK KT0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0176_STAMPING: W 852 1949 KT0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0176+STABILITY: SURFACE MOTION KT0176 KT0176 HISTORY - Date Condition Report By KT0176 HISTORY - 1949 MONUMENTED CGS KT0176 KT0176 STATION DESCRIPTION KT0176 KT0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0176'0.6 MI W FROM GLENN. KT0176'0.6 MILE WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0176'SCHOOL AT GLENN, ABOUT 60 YARDS WEST OF THE WEST END OF BRIDGE KT0176'11-14, 46.5 FEET WEST OF THE WEST AND A BOARD GATE, 24.5 FEET KT0176'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 1/2 FEET WEST OF KT0176'TELEPHONE POLE 317, 2.3 FEET SOUTH OF A FENCE, 2.2 FEET NORTHEAST KT0176'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE KT0176'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1017 *********************************************************************** KS1017 DESIGNATION - W 853 KS1017 PID - KS1017 KS1017 STATE/COUNTY- CA/BUTTE KS1017 USGS QUAD - BIGGS (1970) KS1017 KS1017 *CURRENT SURVEY CONTROL KS1017 ___________________________________________________________________ KS1017* NAD 83(1986)- 39 29 40. (N) 121 41 34. (W) SCALED KS1017* NAVD 88 - 35.975 (meters) 118.03 (feet) ADJUSTED KS1017 ___________________________________________________________________ KS1017 GEOID HEIGHT- -27.97 (meters) GEOID03 KS1017 DYNAMIC HT - 35.955 (meters) 117.96 (feet) COMP KS1017 MODELED GRAV- 980,091.0 (mgal) NAVD 88 KS1017 KS1017 VERT ORDER - FIRST CLASS II KS1017 KS1017.The horizontal coordinates were scaled from a topographic map and have KS1017.an estimated accuracy of +/- 6 seconds. KS1017 KS1017.The orthometric height was determined by differential leveling KS1017.and adjusted by the National Geodetic Survey in June 1991. KS1017.WARNING-Repeat measurements at this control monument indicate possible KS1017.vertical movement. KS1017 KS1017.The geoid height was determined by GEOID03. KS1017 KS1017.The dynamic height is computed by dividing the NAVD 88 KS1017.geopotential number by the normal gravity value computed on the KS1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1017.degrees latitude (g = 980.6199 gals.). KS1017 KS1017.The modeled gravity was interpolated from observed gravity values. KS1017 KS1017; North East Units Estimated Accuracy KS1017;SPC CA 2 - 702,940. 2,026,430. MT (+/- 180 meters Scaled) KS1017 KS1017 SUPERSEDED SURVEY CONTROL KS1017 KS1017 NGVD 29 (??/??/??) 35.257 (m) 115.67 (f) ADJUSTED 1 2 KS1017 KS1017.Superseded values are not recommended for survey control. KS1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1017.See file dsdata.txt to determine how the superseded data were derived. KS1017 KS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ124724(NAD 83) KS1017_MARKER: DB = BENCH MARK DISK KS1017_SETTING: 31 = CURB KS1017_STAMPING: W 853 1949 KS1017_MARK LOGO: CGS KS1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1017+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1017 KS1017 HISTORY - Date Condition Report By KS1017 HISTORY - 1949 MONUMENTED CGS KS1017 HISTORY - 1970 GOOD USGS KS1017 HISTORY - 19880804 POOR NGS KS1017 HISTORY - 20040323 GOOD CADT KS1017 KS1017 STATION DESCRIPTION KS1017 KS1017'DESCRIBED BY US GEOLOGICAL SURVEY 1970 KS1017'2.9 MI E FROM RICHVALE. KS1017'0.2 MILE SOUTH ALONG THE SPRR FROM THE STATION AT RICHVALE, KS1017'THENCE 2.7 MILES EAST ALONG RICHVALE EAST ROAD, AT WHAT WAS KS1017'FORMALLY THE STANLEY AIRPORT BUT NOW USED AS A PRIVATE COMMERCIAL KS1017'BUILDING, AT THE HANGAR, 9.6 FEET NORTH OF THE NORTHEAST CORNER, KS1017'IN THE TOP OF THE NORTH END OF THE CONCRETE BASE FOR THE EAST KS1017'DOOR, 120 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 0.3 FOOT KS1017'ABOVE THE GROUND. KS1017 KS1017 STATION RECOVERY (1988) KS1017 KS1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1017'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 4.3 KM KS1017'(2.65 MI) EASTERLY ALONG RICHVALE HIGHWAY FROM THE JUNCTION OF THE KS1017'SOUTHERN PACIFIC RAILROAD IN RICHVALE, IN THE NORTH END OF A CURB AT KS1017'THE CONCRETE DOOR RUNNER AT THE EAST DOOR OF AN ABANDONED TIN BUILDING KS1017'AT THE LA MALFA AND SONS FARM, 0.4 KM (0.25 MI) WEST OF THE KS1017'INTERSECTION OF STATE HIGHWAY 99, 36.6 M (120.1 FT) NORTH OF THE KS1017'CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT) NORTH OF THE NORTHEAST KS1017'CORNER OF THE BUILDING, AND 0.08 M (0.3 FT) ABOVE THE GROUND SURFACE. KS1017 KS1017 STATION RECOVERY (2004) KS1017 KS1017'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1017'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0803 *********************************************************************** KT0803 DESIGNATION - WINSLOW KT0803 PID - KT0803 KT0803 STATE/COUNTY- CA/GLENN KT0803 USGS QUAD - CHROME (1968) KT0803 KT0803 *CURRENT SURVEY CONTROL KT0803 ___________________________________________________________________ KT0803* NAD 83(1992)- 39 39 48.62792(N) 122 31 33.45368(W) ADJUSTED KT0803* NAVD 88 - 200.04 (+/-2cm) 656.3 (feet) VERTCON KT0803 ___________________________________________________________________ KT0803 EPOCH DATE - 1991.35 KT0803 LAPLACE CORR- -4.30 (seconds) DEFLEC99 KT0803 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0803 KT0803 HORZ ORDER - FIRST KT0803 VERT ORDER - FIRST CLASS II (See Below) KT0803 KT0803.The horizontal coordinates were established by classical geodetic methods KT0803.and adjusted by the National Geodetic Survey in March 1994. KT0803.The horizontal coordinates are valid at the epoch date displayed above. KT0803.The epoch date for horizontal control is a decimal equivalence KT0803.of Year/Month/Day. KT0803 KT0803.The NAVD 88 height was computed by applying the VERTCON shift value to KT0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0803.The vertical order pertains to the NGVD 29 superseded value. KT0803 KT0803.The Laplace correction was computed from DEFLEC99 derived deflections. KT0803 KT0803.The geoid height was determined by GEOID03. KT0803 KT0803; North East Units Scale Factor Converg. KT0803;SPC CA 2 - 721,796.281 1,954,868.424 MT 0.99996564 -0 19 53.8 KT0803;SPC CA 2 - 2,368,093.30 6,413,597.49 sFT 0.99996564 -0 19 53.8 KT0803;UTM 10 - 4,390,518.323 540,661.971 MT 0.99962036 +0 18 09.3 KT0803 KT0803! - Elev Factor x Scale Factor = Combined Factor KT0803!SPC CA 2 - 0.99997317 x 0.99996564 = 0.99993881 KT0803!UTM 10 - 0.99997317 x 0.99962036 = 0.99959354 KT0803 KT0803: Primary Azimuth Mark Grid Az KT0803:SPC CA 2 - SNAKE 261 40 55.5 KT0803:UTM 10 - SNAKE 261 02 52.4 KT0803 KT0803|---------------------------------------------------------------------| KT0803| PID Reference Object Distance Geod. Az | KT0803| dddmmss.s | KT0803| KT0804 H 316 11.455 METERS 03255 | KT0803| KT0802 WINSLOW RM 1 8.303 METERS 23404 | KT0803| KT1934 SNAKE APPROX. 7.5 KM 2612101.7 | KT0803|---------------------------------------------------------------------| KT0803 KT0803 SUPERSEDED SURVEY CONTROL KT0803 KT0803 NAD 83(1986)- 39 39 48.62088(N) 122 31 33.45205(W) AD(1984.00) 1 KT0803 NAD 27 - 39 39 49.05581(N) 122 31 29.46728(W) AD( ) 1 KT0803 NGVD 29 (??/??/92) 199.204 (m) 653.56 (f) ADJ UNCH 1 2 KT0803 KT0803.Superseded values are not recommended for survey control. KT0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0803.See file dsdata.txt to determine how the superseded data were derived. KT0803 KT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ4066290518(NAD 83) KT0803_MARKER: DS = TRIANGULATION STATION DISK KT0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0803_STAMPING: WINSLOW 1964 KT0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0803+STABILITY: SURFACE MOTION KT0803 KT0803 HISTORY - Date Condition Report By KT0803 HISTORY - 1964 MONUMENTED CGS KT0803 HISTORY - 1966 SEE DESCRIPTION CGS KT0803 HISTORY - 1966 SEE DESCRIPTION CGS KT0803 HISTORY - 1966 GOOD NGS KT0803 KT0803 STATION DESCRIPTION KT0803 KT0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJL) KT0803'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FRUTO, 3 KT0803'MILES NORTHEAST OF ELK CREEK, AND ON ROAD RIGHT-OF-WAY PROPERTY. KT0803' KT0803'TO REACH THE STATION FROM THE POST OFFICE IN ELK CREEK, GO KT0803'NORTHEAST FOR 0.9 MILE TO A Y-FORK AND SIGN COVELO 67. TAKE KT0803'THE LEFT FORK, AS PER SIGN, AND GO NORTH FOR 3.6 MILES TO A T-ROAD KT0803'TO THE LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE KT0803'INTERSECTION. KT0803' KT0803'THE STATION MARK, STAMPED WINSLOW 1964, IS A STANDARD DISK SET IN KT0803'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT IS FLUSH KT0803'WITH THE GROUND. IT IS 66 FEET WEST OF THE CENTER OF A ROAD, KT0803'43 FEET NORTH OF THE CENTER OF A ROAD, 6.1 FEET NORTHEAST OF A KT0803'WITNESS POST, AND 4 FEET SOUTH OF A FENCE. KT0803' KT0803'REFERENCE MARK NO. 1, STAMPED WINSLOW NO 1 1964, IS A STANDARD KT0803'DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE MONUMENT THAT KT0803'IS 12 INCHES IN DIAMETER AND PROJECTS 1 INCH. IT IS 46 FEET KT0803'NORTH OF THE CENTER OF A ROAD, 23.0 FEET WEST OF THE WITNESS KT0803'POST, AND 3 FEET SOUTH OF A FENCE. KT0803' KT0803'REFERENCE MARK NO. 2, STAMPED H 316 653 1932, IS A U.S. GEOLOGICAL KT0803'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE MONUMENT KT0803'THAT PROEJCTS 5 INCHES. IT IS 44 FEET WEST OF THE CENTER OF KT0803'A ROAD, 43.9 FEET NORTHEAST OF THE WITNESS POST, AND 2 FEET KT0803'EAST OF A FENCE. KT0803' KT0803'IT IS 62.49 FEET OR 19.048 METERS BETWEEN THE REFERENCE MARKS. KT0803' KT0803'NO SUITABLE LOCATION FOR AN AZIMUTH MARK. KT0803 KT0803 STATION RECOVERY (1966) KT0803 KT0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS) KT0803'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION. KT0803'H 316 (USGS) WAS PROBABLY USED FOR REFERENCE MARK. KT0803' KT0803'TO REACH FROM THE POST OFFICE AT ELK CREEK, GO 4.5 MILES NORTH KT0803'ALONG COUNTY ROAD 306. KT0803' KT0803'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED KT0803'WINSLOW 1964. AT THE JUNCTION OF COUNTY ROAD 307, 65-1/2 FEET KT0803'WEST OF COUNTY ROAD 306, 47 FEET NORTH OF THE CENTER LINE OF KT0803'COUNTY ROAD 307, 24-1/2 FEET EAST OF TELEPHONE POLE 8-50, 6.4 KT0803'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A KT0803'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. KT0803' KT0803'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED WINSLOW NO. KT0803'1 1964. 27.25 FEET WEST OF THE STATION, AND SET IN THE TOP KT0803'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. KT0803' KT0803'H 316 (USGS) IS A USGS SURVEY DISK STAMPED, H 316 653 1932. KT0803'37.60 FEET NORTHEAST OF THE STATION, AND SET IN THE TOP OF A KT0803'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KT0803' KT0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES KT0803'NORTH OF ELK CREEK. KT0803 KT0803 STATION RECOVERY (1966) KT0803 KT0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA) KT0803'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE KT0803'FOUND IN GOOD CONDITION. THE TO REACH IS ADEQUATE. KT0803' KT0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES KT0803'NE OF ELK CREEK KT0803 KT0803 STATION RECOVERY (1966) KT0803 KT0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 KT0803'4.5 MI N FROM ELK CREEK. KT0803'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0803'AT ELK CREEK, AT THE JUNCTION OF COUNTY ROAD 307, 65 1/2 KT0803'FEET WEST OF COUNTY ROAD 306, 47 FEET NORTH OF THE CENTER LINE KT0803'OF COUNTY ROAD 307, 27.25 FEET EAST OF R.M. 1, 24 1/2 FEET KT0803'EAST OF TELEPHONE POLE 8-50 WITH A GUY WIRE, 12 FEET KT0803'WEST-SOUTHWEST OF THE WEST END OF A GATE, 3.8 FEET SOUTH OF KT0803'A FENCE, 6.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER KT0803'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0803'0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0802 *********************************************************************** KT0802 DESIGNATION - WINSLOW RM 1 KT0802 PID - KT0802 KT0802 STATE/COUNTY- CA/GLENN KT0802 USGS QUAD - CHROME (1968) KT0802 KT0802 *CURRENT SURVEY CONTROL KT0802 ___________________________________________________________________ KT0802* NAD 83(1986)- 39 39 48. (N) 122 31 33. (W) SCALED KT0802* NAVD 88 - 200.28 (+/-2cm) 657.1 (feet) VERTCON KT0802 ___________________________________________________________________ KT0802 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0802 KT0802 VERT ORDER - FIRST CLASS II (See Below) KT0802 KT0802.The horizontal coordinates were scaled from a topographic map and have KT0802.an estimated accuracy of +/- 6 seconds. KT0802 KT0802.The NAVD 88 height was computed by applying the VERTCON shift value to KT0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0802.The vertical order pertains to the NGVD 29 superseded value. KT0802 KT0802.The geoid height was determined by GEOID03. KT0802 KT0802; North East Units Estimated Accuracy KT0802;SPC CA 2 - 721,780. 1,954,880. MT (+/- 180 meters Scaled) KT0802 KT0802 SUPERSEDED SURVEY CONTROL KT0802 KT0802 NGVD 29 (??/??/92) 199.447 (m) 654.35 (f) ADJ UNCH 1 2 KT0802 KT0802.Superseded values are not recommended for survey control. KT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0802.See file dsdata.txt to determine how the superseded data were derived. KT0802 KT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ406904(NAD 83) KT0802_MARKER: DR = REFERENCE MARK DISK KT0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0802_STAMPING: WINSLOW NO 1 1964 KT0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0802+STABILITY: SURFACE MOTION KT0802 KT0802 HISTORY - Date Condition Report By KT0802 HISTORY - 1964 MONUMENTED CGS KT0802 HISTORY - 1966 GOOD NGS KT0802 KT0802 STATION DESCRIPTION KT0802 KT0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0802'4.5 MI N FROM ELK CREEK. KT0802'4.5 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE AT KT0802'ELK CREEK, AT THE JUNCTION OF COUNTY ROAD 307, 90 FEET WEST OF KT0802'THE CENTER LINE OF COUNTY ROAD 306, 42 FEET NORTH OF THE KT0802'CENTER LINE OF THE COUNTY ROAD 307, 27.25 FEET WEST OF THE KT0802'STATION, 2 1/2 FEET NORTHWEST OF TELEPHONE POLE 8-50 WITH A KT0802'GUY WIRE, 3.I FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE KT0802'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0802'0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT2293 *********************************************************************** KT2293 DESIGNATION - WLW B KT2293 PID - KT2293 KT2293 STATE/COUNTY- CA/GLENN KT2293 USGS QUAD - WILLOWS (1969) KT2293 KT2293 *CURRENT SURVEY CONTROL KT2293 ___________________________________________________________________ KT2293* NAD 83(1992)- 39 31 04.66357(N) 122 13 05.90632(W) ADJUSTED KT2293* NAVD 88 - 40.8 (meters) 134. (feet) GPS OBS KT2293 ___________________________________________________________________ KT2293 EPOCH DATE - 1991.35 KT2293 LAPLACE CORR- 4.51 (seconds) DEFLEC99 KT2293 GEOID HEIGHT- -29.01 (meters) GEOID03 KT2293 KT2293 HORZ ORDER - SECOND KT2293 KT2293.This mark is at Willows-Glenn County Airport (WLW) KT2293 KT2293.The horizontal coordinates were established by GPS observations KT2293.and adjusted by the National Geodetic Survey in May 1994. KT2293.The horizontal coordinates are valid at the epoch date displayed above. KT2293.The epoch date for horizontal control is a decimal equivalence KT2293.of Year/Month/Day. KT2293 KT2293.The orthometric height was determined by GPS observations and a KT2293.high-resolution geoid model. KT2293 KT2293.The Laplace correction was computed from DEFLEC99 derived deflections. KT2293 KT2293.The geoid height was determined by GEOID03. KT2293 KT2293; North East Units Scale Factor Converg. KT2293;SPC CA 2 - 705,529.507 1,981,228.560 MT 0.99994321 -0 08 15.5 KT2293;SPC CA 2 - 2,314,724.72 6,500,080.70 sFT 0.99994321 -0 08 15.5 KT2293;UTM 10 - 4,374,549.627 567,192.265 MT 0.99965559 +0 29 50.7 KT2293 KT2293! - Elev Factor x Scale Factor = Combined Factor KT2293!SPC CA 2 - 0.99999814 x 0.99994321 = 0.99994135 KT2293!UTM 10 - 0.99999814 x 0.99965559 = 0.99965373 KT2293 KT2293 SUPERSEDED SURVEY CONTROL KT2293 KT2293 NGVD 29 (05/25/94) 40.11 (m) 131.6 (f) LEVELING 3 KT2293 KT2293.Superseded values are not recommended for survey control. KT2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2293.See file dsdata.txt to determine how the superseded data were derived. KT2293 KT2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6719274550(NAD 83) KT2293_MARKER: DD = SURVEY DISK KT2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT2293_STAMPING: WLW B 1977 KT2293_MARK LOGO: NOS KT2293_MAGNETIC: O = OTHER; SEE DESCRIPTION KT2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KT2293+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992 KT2293 KT2293 HISTORY - Date Condition Report By KT2293 HISTORY - 1977 MONUMENTED NOS KT2293 HISTORY - 19830615 GOOD NGS KT2293 HISTORY - 19920506 GOOD KT2293 KT2293 STATION DESCRIPTION KT2293 KT2293'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 KT2293'STATION IS LOCATED NEAR THE CENTER OF THE WILLOWS-GLENN COUNTY AIRPORT KT2293'BETWEEN THE RUNWAYS AND NORTH OF AN EAST-WEST TAXIWAY AND AT THE KT2293'WINDSOCK SITE. KT2293'IT IS 40.5 FT (12.34 M) SOUTHEAST OF THE WINDSOCK POLE, 47.6 FT KT2293'(14.51 M) EAST OF THE NORTHEAST FACE OF THE CONCRETE BASE OF A KT2293'WIND-TEE, 5.7 FT (1.74 M) EAST OF A WITNESS POST AND MIDWAY BETWEEN KT2293'TWO CONCRETE MARKERS PART OF A SEGMENTED CIRCLE AROUND THE WIND KT2293'INDICATORS. KT2293 KT2293 STATION RECOVERY (1983) KT2293 KT2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 KT2293'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT, BETWEEN THE TWO KT2293'RWYS AND N OF THE E-W TAXIWAY. THE STATION IS 40.5 FT (12.3 M) SE OF KT2293'A WINDSOCK, 47.6 FT (14.5 M) E OF THE NE FACE OF THE CONCRETE BASE OF KT2293'A WIND TEE, 5.7 FT (1.7 M) E OF A WITNESS POST, MIDWAY BETWEEN TWO KT2293'CONCRETE SEGMENTS OF A PATTERN INDICATOR. THE STATION IS A STANDARD KT2293'NOS DISK, SET FLUSH WITH THE GROUND IN A CONCRETE MONUMENT, AND IS KT2293'STAMPED WLW-B 1977. KT2293 KT2293 STATION RECOVERY (1992) KT2293 KT2293'RECOVERED 1992 KT2293'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0123 *********************************************************************** KT0123 DESIGNATION - X 1078 KT0123 PID - KT0123 KT0123 STATE/COUNTY- CA/GLENN KT0123 USGS QUAD - STONE VALLEY (1969) KT0123 KT0123 *CURRENT SURVEY CONTROL KT0123 ___________________________________________________________________ KT0123* NAD 83(1986)- 39 33 26. (N) 122 21 42. (W) SCALED KT0123* NAVD 88 - 107.63 (+/-2cm) 353.1 (feet) VERTCON KT0123 ___________________________________________________________________ KT0123 GEOID HEIGHT- -29.16 (meters) GEOID03 KT0123 KT0123 VERT ORDER - FIRST CLASS II (See Below) KT0123 KT0123.The horizontal coordinates were scaled from a topographic map and have KT0123.an estimated accuracy of +/- 6 seconds. KT0123 KT0123.The NAVD 88 height was computed by applying the VERTCON shift value to KT0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0123.The vertical order pertains to the NGVD 29 superseded value. KT0123 KT0123.The geoid height was determined by GEOID03. KT0123 KT0123; North East Units Estimated Accuracy KT0123;SPC CA 2 - 709,930. 1,968,920. MT (+/- 180 meters Scaled) KT0123 KT0123 SUPERSEDED SURVEY CONTROL KT0123 KT0123 NGVD 29 (??/??/92) 106.848 (m) 350.55 (f) ADJ UNCH 1 2 KT0123 KT0123.Superseded values are not recommended for survey control. KT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0123.See file dsdata.txt to determine how the superseded data were derived. KT0123 KT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ548788(NAD 83) KT0123_MARKER: DB = BENCH MARK DISK KT0123_SETTING: 66 = SET IN ROCK OUTCROP KT0123_STAMPING: X 1078 1967 KT0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0123+STABILITY: POSITION/ELEVATION WELL KT0123 KT0123 HISTORY - Date Condition Report By KT0123 HISTORY - 1967 MONUMENTED CGS KT0123 KT0123 STATION DESCRIPTION KT0123 KT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0123'9 MI W FROM WILLOWS. KT0123'9.05 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS OVER KT0123'INTERSTATE HIGHWAY 5 AT WILLOWS, 0.45 MILE NORTHWEST OF THE KT0123'JUNCTION OF COUNTY ROAD 302, IN THE TOP OF A 2- BY 4-FOOT KT0123'CONGLOMERATED OUTCROP PROJECTING ABOUT 1 FOOT, 94 1/2 FEET SOUTH KT0123'OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE CENTER OF KT0123'AN ABANDONED RAILROAD BED, 21.4 FEET SOUTH OF A WITNESS POST, ABOUT KT0123'6 FEET LOWER THAN THE ROAD, AND ABOUT LEVEL WITH THE RAILROAD BED. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1930 *********************************************************************** KS1930 DESIGNATION - X 1430 KS1930 PID - KS1930 KS1930 STATE/COUNTY- CA/BUTTE KS1930 USGS QUAD - CHICO (1978) KS1930 KS1930 *CURRENT SURVEY CONTROL KS1930 ___________________________________________________________________ KS1930* NAD 83(1986)- 39 44 44. (N) 121 49 53. (W) SCALED KS1930* NAVD 88 - 72.621 (meters) 238.26 (feet) ADJUSTED KS1930 ___________________________________________________________________ KS1930 GEOID HEIGHT- -27.38 (meters) GEOID03 KS1930 DYNAMIC HT - 72.584 (meters) 238.14 (feet) COMP KS1930 MODELED GRAV- 980,123.4 (mgal) NAVD 88 KS1930 KS1930 VERT ORDER - FIRST CLASS II KS1930 KS1930.The horizontal coordinates were scaled from a topographic map and have KS1930.an estimated accuracy of +/- 6 seconds. KS1930 KS1930.The orthometric height was determined by differential leveling KS1930.and adjusted by the National Geodetic Survey in June 1991. KS1930 KS1930.The geoid height was determined by GEOID03. KS1930 KS1930.The dynamic height is computed by dividing the NAVD 88 KS1930.geopotential number by the normal gravity value computed on the KS1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1930.degrees latitude (g = 980.6199 gals.). KS1930 KS1930.The modeled gravity was interpolated from observed gravity values. KS1930 KS1930; North East Units Estimated Accuracy KS1930;SPC CA 2 - 730,790. 2,014,450. MT (+/- 180 meters Scaled) KS1930 KS1930 SUPERSEDED SURVEY CONTROL KS1930 KS1930.No superseded survey control is available for this station. KS1930 KS1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK001001(NAD 83) KS1930_MARKER: DV = VERTICAL CONTROL DISK KS1930_SETTING: 38 = ABUTMENT GUARDRAIL KS1930_STAMPING: X 1430 1988 KS1930_MARK LOGO: NGS KS1930_MAGNETIC: N = NO MAGNETIC MATERIAL KS1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1930+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1930 KS1930 HISTORY - Date Condition Report By KS1930 HISTORY - 1988 MONUMENTED NGS KS1930 HISTORY - 20040323 GOOD CADT KS1930 KS1930 STATION DESCRIPTION KS1930 KS1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1930'IN CHICO, AT THE INTERSECTION OF STATE HIGHWAY 99 AND EAST FIRST KS1930'AVENUE, IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT KS1930'GUARDRAIL OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 22.8 M KS1930'(74.8 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 5.7 M (18.7 FT) KS1930'NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, KS1930'4.6 M (15.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL, AND KS1930'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. KS1930 KS1930 STATION RECOVERY (2004) KS1930 KS1930'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1930'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1141 *********************************************************************** KS1141 DESIGNATION - X 17=120 B USGS KS1141 PID - KS1141 KS1141 STATE/COUNTY- CA/BUTTE KS1141 USGS QUAD - NELSON (1976) KS1141 KS1141 *CURRENT SURVEY CONTROL KS1141 ___________________________________________________________________ KS1141* NAD 83(1986)- 39 33 17. (N) 121 45 54. (W) SCALED KS1141* NAVD 88 - 37.520 (meters) 123.10 (feet) ADJUSTED KS1141 ___________________________________________________________________ KS1141 GEOID HEIGHT- -27.79 (meters) GEOID03 KS1141 DYNAMIC HT - 37.501 (meters) 123.03 (feet) COMP KS1141 MODELED GRAV- 980,117.3 (mgal) NAVD 88 KS1141 KS1141 VERT ORDER - FIRST CLASS II KS1141 KS1141.The horizontal coordinates were scaled from a topographic map and have KS1141.an estimated accuracy of +/- 6 seconds. KS1141 KS1141.The orthometric height was determined by differential leveling KS1141.and adjusted by the National Geodetic Survey in June 1991. KS1141 KS1141.The geoid height was determined by GEOID03. KS1141 KS1141.The dynamic height is computed by dividing the NAVD 88 KS1141.geopotential number by the normal gravity value computed on the KS1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1141.degrees latitude (g = 980.6199 gals.). KS1141 KS1141.The modeled gravity was interpolated from observed gravity values. KS1141 KS1141; North East Units Estimated Accuracy KS1141;SPC CA 2 - 709,610. 2,020,200. MT (+/- 180 meters Scaled) KS1141 KS1141 SUPERSEDED SURVEY CONTROL KS1141 KS1141 NGVD 29 (??/??/??) 36.810 (m) 120.77 (f) ADJUSTED 1 2 KS1141 KS1141.Superseded values are not recommended for survey control. KS1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1141.See file dsdata.txt to determine how the superseded data were derived. KS1141 KS1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ061790(NAD 83) KS1141_MARKER: Z = SEE DESCRIPTION KS1141_SETTING: 0 = UNSPECIFIED SETTING KS1141_STAMPING: 120.577 B 120 1902 KS1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1141 KS1141 HISTORY - Date Condition Report By KS1141 HISTORY - 1902 MONUMENTED USGS KS1141 HISTORY - 1949 GOOD NGS KS1141 HISTORY - 20040323 MARK NOT FOUND CADT KS1141 KS1141 STATION DESCRIPTION KS1141 KS1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS1141'AT NELSON. KS1141'AT NELSON, BUTTE COUNTY, ABOUT 4-1-4 POLES NORTHWEST ALONG THE KS1141'SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION, IN A CATTLE KS1141'SHIPPING CORRAL, 41 FEET NORTHEAST OF THE MAIN TRACK, 11 FEET KS1141'NORTHEAST OF THE CORRAL FENCE, AND 79 FEET SOUTHEAST OF A DERAIL KS1141'SWITCH. KS1141 KS1141 STATION RECOVERY (2004) KS1141 KS1141'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1141'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0033 *********************************************************************** KT0033 DESIGNATION - X 199 KT0033 PID - KT0033 KT0033 STATE/COUNTY- CA/GLENN KT0033 USGS QUAD - WILLOWS (1969) KT0033 KT0033 *CURRENT SURVEY CONTROL KT0033 ___________________________________________________________________ KT0033* NAD 83(1986)- 39 32 08. (N) 122 11 36. (W) SCALED KT0033* NAVD 88 - 41.80 (+/-2cm) 137.1 (feet) VERTCON KT0033 ___________________________________________________________________ KT0033 GEOID HEIGHT- -28.90 (meters) GEOID03 KT0033 KT0033 VERT ORDER - FIRST CLASS II (See Below) KT0033 KT0033.The horizontal coordinates were scaled from a topographic map and have KT0033.an estimated accuracy of +/- 6 seconds. KT0033 KT0033.The NAVD 88 height was computed by applying the VERTCON shift value to KT0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0033.The vertical order pertains to the NGVD 29 superseded value. KT0033 KT0033.The geoid height was determined by GEOID03. KT0033 KT0033; North East Units Estimated Accuracy KT0033;SPC CA 2 - 707,480. 1,983,380. MT (+/- 180 meters Scaled) KT0033 KT0033 SUPERSEDED SURVEY CONTROL KT0033 KT0033 NGVD 29 (??/??/92) 41.057 (m) 134.70 (f) ADJ UNCH 1 2 KT0033 KT0033.Superseded values are not recommended for survey control. KT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0033.See file dsdata.txt to determine how the superseded data were derived. KT0033 KT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ693765(NAD 83) KT0033_MARKER: DB = BENCH MARK DISK KT0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0033_STAMPING: X 199 1935 KT0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0033+STABILITY: SURFACE MOTION KT0033 KT0033 HISTORY - Date Condition Report By KT0033 HISTORY - 1935 MONUMENTED CGS KT0033 HISTORY - 1949 GOOD NGS KT0033 KT0033 STATION DESCRIPTION KT0033 KT0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KT0033'1.1 MI N FROM WILLOWS. KT0033'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM KT0033'THE STATION AT WILLOWS, GLENN COUNTY, 67 FEET NORTH OF THE KT0033'FOURTH POLE SOUTH OF MILEPOST 151, 47 FEET WEST OF THE KT0033'CENTERLINE OF THE TRACK, 32 FEET EAST OF THE CENTERLINE OF U.S. KT0033'HIGHWAY 99 W, AND 14 FEET NORTH OF THE CENTERLINE OF A KT0033'PRIVATE ROAD LEADING EAST. A STANDARD DISK, STAMPED X 199 1935 KT0033'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0825 *********************************************************************** KT0825 DESIGNATION - X 215 KT0825 PID - KT0825 KT0825 STATE/COUNTY- CA/GLENN KT0825 USGS QUAD - NEWVILLE (1973) KT0825 KT0825 *CURRENT SURVEY CONTROL KT0825 ___________________________________________________________________ KT0825* NAD 83(1986)- 39 47 36. (N) 122 31 42. (W) SCALED KT0825* NAVD 88 - 192.83 (+/-2cm) 632.6 (feet) VERTCON KT0825 ___________________________________________________________________ KT0825 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0825 KT0825 VERT ORDER - FIRST CLASS II (See Below) KT0825 KT0825.The horizontal coordinates were scaled from a topographic map and have KT0825.an estimated accuracy of +/- 6 seconds. KT0825 KT0825.The NAVD 88 height was computed by applying the VERTCON shift value to KT0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0825.The vertical order pertains to the NGVD 29 superseded value. KT0825 KT0825.The geoid height was determined by GEOID03. KT0825 KT0825; North East Units Estimated Accuracy KT0825;SPC CA 2 - 736,210. 1,954,750. MT (+/- 180 meters Scaled) KT0825 KT0825 SUPERSEDED SURVEY CONTROL KT0825 KT0825 NGVD 29 (??/??/92) 191.988 (m) 629.88 (f) ADJ UNCH 1 2 KT0825 KT0825.Superseded values are not recommended for survey control. KT0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0825.See file dsdata.txt to determine how the superseded data were derived. KT0825 KT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403049(NAD 83) KT0825_MARKER: DB = BENCH MARK DISK KT0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0825_STAMPING: X 215 1935 KT0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0825+STABILITY: SURFACE MOTION KT0825 KT0825 HISTORY - Date Condition Report By KT0825 HISTORY - 1935 MONUMENTED CGS KT0825 HISTORY - 1966 GOOD NGS KT0825 KT0825 STATION DESCRIPTION KT0825 KT0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0825'9.7 MI S FROM PASKENTA. KT0825'3.9 MILES SOUTHWEST ALONG COUNTY ROAD A 9 FROM THE POST OFFICE KT0825'AT PASKENTA, THENCE 3.0 MILES SOUTH ALONG GARLAND ROAD, THENCE KT0825'2.8 MILES SOUTH ALONG NEWVILLE ROAD, AT NEWVILLE, 0.1 MILE EAST KT0825'OF A CONCRETE BRIDGE OVER NORTH FORK STONY CREEK, 37 FEET KT0825'NORTHEAST OF THE CENTER LINE OF THE ROAD, 30.0 FEET NORTHEAST KT0825'OF THE SOUTH CORNER OF AN OLD BARN, 11.2 FEET SOUTHWEST OF A KT0825'FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER KT0825'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0825'0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0981 *********************************************************************** KS0981 DESIGNATION - X 226 RESET 1975 KS0981 PID - KS0981 KS0981 STATE/COUNTY- CA/GLENN KS0981 USGS QUAD - BUTTE CITY (1973) KS0981 KS0981 *CURRENT SURVEY CONTROL KS0981 ___________________________________________________________________ KS0981* NAD 83(1986)- 39 27 52. (N) 121 58 05. (W) SCALED KS0981* NAVD 88 - 25.55 (+/-2cm) 83.8 (feet) VERTCON KS0981 ___________________________________________________________________ KS0981 GEOID HEIGHT- -28.47 (meters) GEOID03 KS0981 KS0981 VERT ORDER - THIRD (See Below) KS0981 KS0981.The horizontal coordinates were scaled from a topographic map and have KS0981.an estimated accuracy of +/- 6 seconds. KS0981 KS0981.The NAVD 88 height was computed by applying the VERTCON shift value to KS0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0981.The vertical order pertains to the NGVD 29 superseded value. KS0981 KS0981.The geoid height was determined by GEOID03. KS0981 KS0981; North East Units Estimated Accuracy KS0981;SPC CA 2 - 699,570. 2,002,750. MT (+/- 180 meters Scaled) KS0981 KS0981 SUPERSEDED SURVEY CONTROL KS0981 KS0981 NGVD 29 (??/??/??) 24.83 (m) 81.5 (f) RESET 3 KS0981 KS0981.Superseded values are not recommended for survey control. KS0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0981.See file dsdata.txt to determine how the superseded data were derived. KS0981 KS0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ887688(NAD 83) KS0981_MARKER: DD = SURVEY DISK KS0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0981_STAMPING: X 226 RESET 1975 KS0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0981+STABILITY: SURFACE MOTION KS0981 KS0981 HISTORY - Date Condition Report By KS0981 HISTORY - 1975 MONUMENTED CADH KS0981 KS0981 STATION DESCRIPTION KS0981 KS0981'DESCRIBED BY CA DIV OF HIGHWAYS 1975 KS0981'1.2 MI E FROM BUTTE CITY. KS0981'1.2 MILES EAST ALONG STATE HIGHWAY 162, FROM THE U.S. POST OFFICE KS0981'IN BUTTE CITY, AT THE INTERSECTION OF COUNTY ROAD Y, 70 FEET KS0981'NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE KS0981'CENTER LINE OF THE COUNTY ROAD, 21 1/2 FEET NORTH-NORTHEAST KS0981'OF POWER LINE POLE 15, ABOUT 0.3 FOOT HIGHER THAN THE HIGHWAY, KS0981'1 1/2 FEET SOUTH OF A STEEL WITNESS POST, AND SET IN THE TOP OF KS0981'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0448 *********************************************************************** KT0448 DESIGNATION - X 276 KT0448 PID - KT0448 KT0448 STATE/COUNTY- CA/GLENN KT0448 USGS QUAD - RAIL CANYON (1989) KT0448 KT0448 *CURRENT SURVEY CONTROL KT0448 ___________________________________________________________________ KT0448* NAD 83(1986)- 39 27 15. (N) 122 27 59. (W) SCALED KT0448* NAVD 88 - 454.48 (+/-2cm) 1491.1 (feet) VERTCON KT0448 ___________________________________________________________________ KT0448 GEOID HEIGHT- -29.11 (meters) GEOID03 KT0448 KT0448 VERT ORDER - SECOND CLASS 0 (See Below) KT0448 KT0448.The horizontal coordinates were scaled from a topographic map and have KT0448.an estimated accuracy of +/- 6 seconds. KT0448 KT0448.The NAVD 88 height was computed by applying the VERTCON shift value to KT0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0448.The vertical order pertains to the NGVD 29 superseded value. KT0448 KT0448.The geoid height was determined by GEOID03. KT0448 KT0448; North East Units Estimated Accuracy KT0448;SPC CA 2 - 698,530. 1,959,860. MT (+/- 180 meters Scaled) KT0448 KT0448 SUPERSEDED SURVEY CONTROL KT0448 KT0448 NGVD 29 (??/??/92) 453.645 (m) 1488.33 (f) ADJ UNCH 2 0 KT0448 KT0448.Superseded values are not recommended for survey control. KT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0448.See file dsdata.txt to determine how the superseded data were derived. KT0448 KT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ459673(NAD 83) KT0448_MARKER: DB = BENCH MARK DISK KT0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0448_STAMPING: X 276 1935 KT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0448+STABILITY: SURFACE MOTION KT0448 KT0448 HISTORY - Date Condition Report By KT0448 HISTORY - 1935 MONUMENTED CGS KT0448 HISTORY - 1958 MARK NOT FOUND USGS KT0448 KT0448 STATION DESCRIPTION KT0448 KT0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0448'8.9 MI NE FROM STONYFORD. KT0448'IN GLENN COUNTY, 8.9 MILES NORTHEAST ALONG THE WILLOWS ROAD FROM KT0448'STONYFORD, COLUSA COUNTY, 0.2 MILE EAST OF A SUMMIT, ON A SHARP KT0448'HORSESHOE CURVE, AND 35 FEET SOUTHEAST OF THE CENTERLINE OF THE KT0448'ROAD. A STANDARD DISK, STAMPED X 276 1935 AND SET IN THE TOP KT0448'OF A CONCRETE POST. NOTE-- THE ROAD HAS BEEN WIDENED RECENTLY KT0448'AND IT IS BELIEVED THAT THE MARK MAY HAVE BEEN COVERED OVER. KT0448 KT0448 STATION RECOVERY (1958) KT0448 KT0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 KT0448'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0223 *********************************************************************** KT0223 DESIGNATION - X 380 KT0223 PID - KT0223 KT0223 STATE/COUNTY- CA/GLENN KT0223 USGS QUAD - BLACK BUTTE DAM (1973) KT0223 KT0223 *CURRENT SURVEY CONTROL KT0223 ___________________________________________________________________ KT0223* NAD 83(1986)- 39 46 26. (N) 122 19 16. (W) SCALED KT0223* NAVD 88 - 119.92 (+/-2cm) 393.4 (feet) VERTCON KT0223 ___________________________________________________________________ KT0223 GEOID HEIGHT- -28.88 (meters) GEOID03 KT0223 KT0223 VERT ORDER - SECOND CLASS 0 (See Below) KT0223 KT0223.The horizontal coordinates were scaled from a topographic map and have KT0223.an estimated accuracy of +/- 6 seconds. KT0223 KT0223.The NAVD 88 height was computed by applying the VERTCON shift value to KT0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0223.The vertical order pertains to the NGVD 29 superseded value. KT0223 KT0223.The geoid height was determined by GEOID03. KT0223 KT0223; North East Units Estimated Accuracy KT0223;SPC CA 2 - 733,970. 1,972,490. MT (+/- 180 meters Scaled) KT0223 KT0223 SUPERSEDED SURVEY CONTROL KT0223 KT0223 NGVD 29 (??/??/92) 119.141 (m) 390.88 (f) ADJ UNCH 2 0 KT0223 KT0223.Superseded values are not recommended for survey control. KT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0223.See file dsdata.txt to determine how the superseded data were derived. KT0223 KT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK581028(NAD 83) KT0223_MARKER: DB = BENCH MARK DISK KT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0223_STAMPING: X 380 1949 KT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0223+STABILITY: SURFACE MOTION KT0223 KT0223 HISTORY - Date Condition Report By KT0223 HISTORY - 1949 MONUMENTED CGS KT0223 HISTORY - 1966 GOOD USGS KT0223 KT0223 STATION DESCRIPTION KT0223 KT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0223'7.5 MI NW FROM ORLAND. KT0223'7.5 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0223'PACIFIC CO. RAILROAD STATION AT ORLAND, ON THE INSIDE OF A CURVE, KT0223'BETWEEN TWO LARGE OAK TREES, 1 FEET NORTHEAST OF A 48-INCH OAK KT0223'TREE, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 KT0223'FEET SOUTHWEST OF A 36-INCH OAK TREE, 1.3 FEET NORTHEAST OF A KT0223'WITNESS POST, 1.0 FOOT NORTHWEST OF A FENCE, ABOUT 1 FOOT HIGHER KT0223'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0223'0.2 FOOT ABOVE THE GROUND. KT0223 KT0223 STATION RECOVERY (1966) KT0223 KT0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0223'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1104 *********************************************************************** KS1104 DESIGNATION - X 743 USE KS1104 PID - KS1104 KS1104 STATE/COUNTY- CA/BUTTE KS1104 USGS QUAD - RICHARDSON SPRINGS (1969) KS1104 KS1104 *CURRENT SURVEY CONTROL KS1104 ___________________________________________________________________ KS1104* NAD 83(1986)- 39 47 14. (N) 121 50 49. (W) SCALED KS1104* NAVD 88 - 62.721 (meters) 205.78 (feet) ADJUSTED KS1104 ___________________________________________________________________ KS1104 GEOID HEIGHT- -27.35 (meters) GEOID03 KS1104 DYNAMIC HT - 62.689 (meters) 205.67 (feet) COMP KS1104 MODELED GRAV- 980,117.8 (mgal) NAVD 88 KS1104 KS1104 VERT ORDER - FIRST CLASS II KS1104 KS1104.This mark is at Chico Municipal Airport (CIC) KS1104 KS1104.The horizontal coordinates were scaled from a topographic map and have KS1104.an estimated accuracy of +/- 6 seconds. KS1104 KS1104.The orthometric height was determined by differential leveling KS1104.and adjusted by the National Geodetic Survey in June 1991. KS1104 KS1104.The geoid height was determined by GEOID03. KS1104 KS1104.The dynamic height is computed by dividing the NAVD 88 KS1104.geopotential number by the normal gravity value computed on the KS1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1104.degrees latitude (g = 980.6199 gals.). KS1104 KS1104.The modeled gravity was interpolated from observed gravity values. KS1104 KS1104; North East Units Estimated Accuracy KS1104;SPC CA 2 - 735,410. 2,013,110. MT (+/- 180 meters Scaled) KS1104 KS1104 SUPERSEDED SURVEY CONTROL KS1104 KS1104 NGVD 29 (??/??/??) 62.011 (m) 203.45 (f) ADJUSTED 1 2 KS1104 KS1104.Superseded values are not recommended for survey control. KS1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1104.See file dsdata.txt to determine how the superseded data were derived. KS1104 KS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK987047(NAD 83) KS1104_MARKER: DD = SURVEY DISK KS1104_SETTING: 36 = BUILDING KS1104_STAMPING: X 743 KS1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1104 KS1104 HISTORY - Date Condition Report By KS1104 HISTORY - UNK MONUMENTED DOD KS1104 HISTORY - 1944 GOOD NGS KS1104 HISTORY - 19971011 GOOD USPSQD KS1104 KS1104 STATION DESCRIPTION KS1104 KS1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 KS1104'AT CHICO MUNICIPAL AIRPORT. KS1104'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, ABOUT 1/4 MILE WEST OF KS1104'THE ELECTRIC-RAILWAY ENTRANCE TO THE FIELD, AT THE SEWAGE-DISPOSAL KS1104'PLANT, 28.9 FEET WEST OF PRIMARY FILTER TANK T 2013, AT THE KS1104'ENTRANCE TO CONTROL BUILDING T 2017, 6.9 FEET NORTHWEST OF THE KS1104'EAST CORNER OF THE BUILDING, 1.5 FEET NORTHWEST OF THE CENTER OF KS1104'THE DOORWAY, IN THE TOP OF A CONCRETE STEP, AND ABOUT 1/2 FOOT KS1104'HIGHER THAN THE GROUND. A CORPS OF ENGINEERS, U.S. ARMY, STANDARD KS1104'DISK, STAMPED X 743. KS1104 KS1104 STATION RECOVERY (1997) KS1104 KS1104'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1104'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1126 *********************************************************************** KS1126 DESIGNATION - X 846 KS1126 PID - KS1126 KS1126 STATE/COUNTY- CA/BUTTE KS1126 USGS QUAD - CHICO (1978) KS1126 KS1126 *CURRENT SURVEY CONTROL KS1126 ___________________________________________________________________ KS1126* NAD 83(1986)- 39 42 15. (N) 121 48 38. (W) SCALED KS1126* NAVD 88 - 61.124 (meters) 200.54 (feet) ADJUSTED KS1126 ___________________________________________________________________ KS1126 GEOID HEIGHT- -27.42 (meters) GEOID03 KS1126 DYNAMIC HT - 61.093 (meters) 200.44 (feet) COMP KS1126 MODELED GRAV- 980,124.2 (mgal) NAVD 88 KS1126 KS1126 VERT ORDER - FIRST CLASS II KS1126 KS1126.The horizontal coordinates were scaled from a topographic map and have KS1126.an estimated accuracy of +/- 6 seconds. KS1126 KS1126.The orthometric height was determined by differential leveling KS1126.and adjusted by the National Geodetic Survey in June 1991. KS1126 KS1126.The geoid height was determined by GEOID03. KS1126 KS1126.The dynamic height is computed by dividing the NAVD 88 KS1126.geopotential number by the normal gravity value computed on the KS1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1126.degrees latitude (g = 980.6199 gals.). KS1126 KS1126.The modeled gravity was interpolated from observed gravity values. KS1126 KS1126; North East Units Estimated Accuracy KS1126;SPC CA 2 - 726,200. 2,016,250. MT (+/- 180 meters Scaled) KS1126 KS1126 SUPERSEDED SURVEY CONTROL KS1126 KS1126 NGVD 29 (??/??/??) 60.414 (m) 198.21 (f) ADJUSTED 1 2 KS1126 KS1126.Superseded values are not recommended for survey control. KS1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1126.See file dsdata.txt to determine how the superseded data were derived. KS1126 KS1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ019956(NAD 83) KS1126_MARKER: DB = BENCH MARK DISK KS1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1126_STAMPING: X 846 1948 KS1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1126+STABILITY: SURFACE MOTION KS1126 KS1126 HISTORY - Date Condition Report By KS1126 HISTORY - 1948 MONUMENTED CGS KS1126 HISTORY - 19880718 MARK NOT FOUND NGS KS1126 KS1126 STATION DESCRIPTION KS1126 KS1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1126'2.5 MI SW FROM CHICO. KS1126'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 99E FROM THE KS1126'POST OFFICE AT CHICO, AT THE PATRICK AIRPORT, ABOUT 0.1 MILE KS1126'WEST OF HANGAR NO. 1, AT A T FENCE CORNER WEST OF THE RUNWAY, KS1126'5.0 FEET NORTHWEST OF A WATER WELL PUMP, 4.0 FEET NORTHWEST OF THE KS1126'CORNER FENCE POST, 1.9 FEET EAST OF THE WEST BOUNDARY FENCE KS1126'OF THE AIRPORT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 KS1126'FOOT ABOVE THE GROUND. KS1126 KS1126 STATION RECOVERY (1988) KS1126 KS1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1126'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1131 *********************************************************************** KS1131 DESIGNATION - X 848 KS1131 PID - KS1131 KS1131 STATE/COUNTY- CA/BUTTE KS1131 USGS QUAD - CHICO (1978) KS1131 KS1131 *CURRENT SURVEY CONTROL KS1131 ___________________________________________________________________ KS1131* NAD 83(1986)- 39 39 11. (N) 121 48 09. (W) SCALED KS1131* NAVD 88 - 50.877 (meters) 166.92 (feet) ADJUSTED KS1131 ___________________________________________________________________ KS1131 GEOID HEIGHT- -27.53 (meters) GEOID03 KS1131 DYNAMIC HT - 50.851 (meters) 166.83 (feet) COMP KS1131 MODELED GRAV- 980,127.4 (mgal) NAVD 88 KS1131 KS1131 VERT ORDER - FIRST CLASS II KS1131 KS1131.The horizontal coordinates were scaled from a topographic map and have KS1131.an estimated accuracy of +/- 6 seconds. KS1131 KS1131.The orthometric height was determined by differential leveling KS1131.and adjusted by the National Geodetic Survey in June 1991. KS1131 KS1131.The geoid height was determined by GEOID03. KS1131 KS1131.The dynamic height is computed by dividing the NAVD 88 KS1131.geopotential number by the normal gravity value computed on the KS1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1131.degrees latitude (g = 980.6199 gals.). KS1131 KS1131.The modeled gravity was interpolated from observed gravity values. KS1131 KS1131; North East Units Estimated Accuracy KS1131;SPC CA 2 - 720,520. 2,016,950. MT (+/- 180 meters Scaled) KS1131 KS1131 SUPERSEDED SURVEY CONTROL KS1131 KS1131 NGVD 29 (??/??/??) 50.166 (m) 164.59 (f) ADJUSTED 1 2 KS1131 KS1131.Superseded values are not recommended for survey control. KS1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1131.See file dsdata.txt to determine how the superseded data were derived. KS1131 KS1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ027899(NAD 83) KS1131_MARKER: DB = BENCH MARK DISK KS1131_SETTING: 36 = BRIDGE KS1131_STAMPING: X 848 1948 KS1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1131 KS1131 HISTORY - Date Condition Report By KS1131 HISTORY - 1948 MONUMENTED CGS KS1131 HISTORY - 19880708 MARK NOT FOUND NGS KS1131 KS1131 STATION DESCRIPTION KS1131 KS1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1131'0.6 MI NW FROM DURHAM. KS1131'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD KS1131'FROM THE STATION AT DURHAM, ABOUT 3 POLES SOUTHEAST OF MILEPOST KS1131'NO. 179, SET ON TOP AND AT THE NORTHWEST END OF THE WEST KS1131'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE, 9.8 FEET WEST OF THE CENTER KS1131'LINE OF U.S. HIGHWAY NO. 99E, 1.2 FEET SOUTH OF THE NORTHWEST KS1131'END OF THE WEST ABUTMENT AND ABOUT 0.8 FOOT ABOVE THE HIGHWAY. KS1131 KS1131 STATION RECOVERY (1988) KS1131 KS1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1131'THE BRIDGE HAS BEEN REPLACED BY A PIPE CULVERT. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0141 *********************************************************************** KT0141 DESIGNATION - X 851 KT0141 PID - KT0141 KT0141 STATE/COUNTY- CA/GLENN KT0141 USGS QUAD - WILLOWS (1969) KT0141 KT0141 *CURRENT SURVEY CONTROL KT0141 ___________________________________________________________________ KT0141* NAD 83(1986)- 39 33 20. (N) 122 14 56. (W) SCALED KT0141* NAVD 88 - 49.32 (+/-2cm) 161.8 (feet) VERTCON KT0141 ___________________________________________________________________ KT0141 GEOID HEIGHT- -28.99 (meters) GEOID03 KT0141 KT0141 VERT ORDER - FIRST CLASS II (See Below) KT0141 KT0141.The horizontal coordinates were scaled from a topographic map and have KT0141.an estimated accuracy of +/- 6 seconds. KT0141 KT0141.The NAVD 88 height was computed by applying the VERTCON shift value to KT0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0141.The vertical order pertains to the NGVD 29 superseded value. KT0141 KT0141.The geoid height was determined by GEOID03. KT0141 KT0141; North East Units Estimated Accuracy KT0141;SPC CA 2 - 709,710. 1,978,610. MT (+/- 180 meters Scaled) KT0141 KT0141 SUPERSEDED SURVEY CONTROL KT0141 KT0141 NGVD 29 (??/??/92) 48.567 (m) 159.34 (f) ADJ UNCH 1 2 KT0141 KT0141.Superseded values are not recommended for survey control. KT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0141.See file dsdata.txt to determine how the superseded data were derived. KT0141 KT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ645786(NAD 83) KT0141_MARKER: DB = BENCH MARK DISK KT0141_SETTING: 36 = BRIDGE KT0141_STAMPING: X 851 1949 KT0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0141 KT0141 HISTORY - Date Condition Report By KT0141 HISTORY - 1949 MONUMENTED CGS KT0141 KT0141 STATION DESCRIPTION KT0141 KT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0141'4.7 MI W FROM WILLOWS. KT0141'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0141'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 2 MILES KT0141'NORHT ALONG COUNTY ROAD D, AT A HIGHWAY BRIDGE, 65 FEET SOUTHEAST KT0141'OF A POWER POLE, 20.5 FEET EAST OF THE CENTER LINE OF THE ROAD, KT0141'1 FOOT WEST OF THE END OF A FENCE LINE, AND SET IN THE NORTHEAST KT0141'END OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0182 *********************************************************************** KT0182 DESIGNATION - X 852 KT0182 PID - KT0182 KT0182 STATE/COUNTY- CA/GLENN KT0182 USGS QUAD - GLENN (1969) KT0182 KT0182 *CURRENT SURVEY CONTROL KT0182 ___________________________________________________________________ KT0182* NAD 83(1986)- 39 30 25. (N) 122 01 04. (W) SCALED KT0182* NAVD 88 - 28.61 (+/-2cm) 93.9 (feet) VERTCON KT0182 ___________________________________________________________________ KT0182 GEOID HEIGHT- -28.45 (meters) GEOID03 KT0182 KT0182 VERT ORDER - FIRST CLASS II (See Below) KT0182 KT0182.The horizontal coordinates were scaled from a topographic map and have KT0182.an estimated accuracy of +/- 6 seconds. KT0182 KT0182.The NAVD 88 height was computed by applying the VERTCON shift value to KT0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0182.The vertical order pertains to the NGVD 29 superseded value. KT0182 KT0182.The geoid height was determined by GEOID03. KT0182 KT0182; North East Units Estimated Accuracy KT0182;SPC CA 2 - 704,280. 1,998,470. MT (+/- 180 meters Scaled) KT0182 KT0182 SUPERSEDED SURVEY CONTROL KT0182 KT0182 NGVD 29 (??/??/92) 27.879 (m) 91.47 (f) ADJ UNCH 1 2 KT0182 KT0182.Superseded values are not recommended for survey control. KT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0182.See file dsdata.txt to determine how the superseded data were derived. KT0182 KT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ844734(NAD 83) KT0182_MARKER: DB = BENCH MARK DISK KT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0182_STAMPING: X 852 1949 KT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0182+STABILITY: SURFACE MOTION KT0182 KT0182 HISTORY - Date Condition Report By KT0182 HISTORY - 1949 MONUMENTED CGS KT0182 KT0182 STATION DESCRIPTION KT0182 KT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0182'1.2 MI S FROM GLENN. KT0182'0.1 MILE EAST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT KT0182'SCHOOL AT GLENN, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY KT0182'45, 137 FEET SOUTH OF THE CENTER OF A T JUNCTION OF A PRIVATE KT0182'DRIVEWAY LEADING EAST TO A SMALL FARMHOUSE, 28.5 FEET EAST OF KT0182'THE CENTER LINE OF THE HIGHWAY, 59.3 FEET SOUTH OF THE SOUTH KT0182'END OF A GATE, 3.7 FEET SOUTHEAST OF A WITNESS POST, 3 1/2 KT0182'FEET NORTH OF TELEPHONE POLE 374, 1.4 FEET WEST OF A FENCE, KT0182'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE KT0182'POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1018 *********************************************************************** KS1018 DESIGNATION - X 853 KS1018 PID - KS1018 KS1018 STATE/COUNTY- CA/BUTTE KS1018 USGS QUAD - BIGGS (1970) KS1018 KS1018 *CURRENT SURVEY CONTROL KS1018 ___________________________________________________________________ KS1018* NAD 83(1986)- 39 29 40. (N) 121 41 34. (W) SCALED KS1018* NAVD 88 - 35.719 (meters) 117.19 (feet) ADJUSTED KS1018 ___________________________________________________________________ KS1018 GEOID HEIGHT- -27.97 (meters) GEOID03 KS1018 DYNAMIC HT - 35.699 (meters) 117.12 (feet) COMP KS1018 MODELED GRAV- 980,091.0 (mgal) NAVD 88 KS1018 KS1018 VERT ORDER - FIRST CLASS II KS1018 KS1018.The horizontal coordinates were scaled from a topographic map and have KS1018.an estimated accuracy of +/- 6 seconds. KS1018 KS1018.The orthometric height was determined by differential leveling KS1018.and adjusted by the National Geodetic Survey in June 1991. KS1018 KS1018.The geoid height was determined by GEOID03. KS1018 KS1018.The dynamic height is computed by dividing the NAVD 88 KS1018.geopotential number by the normal gravity value computed on the KS1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1018.degrees latitude (g = 980.6199 gals.). KS1018 KS1018.The modeled gravity was interpolated from observed gravity values. KS1018 KS1018; North East Units Estimated Accuracy KS1018;SPC CA 2 - 702,940. 2,026,430. MT (+/- 180 meters Scaled) KS1018 KS1018 SUPERSEDED SURVEY CONTROL KS1018 KS1018 NGVD 29 (??/??/??) 35.009 (m) 114.86 (f) ADJUSTED 1 2 KS1018 KS1018.Superseded values are not recommended for survey control. KS1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1018.See file dsdata.txt to determine how the superseded data were derived. KS1018 KS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ124724(NAD 83) KS1018_MARKER: DB = BENCH MARK DISK KS1018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS1018_STAMPING: X 853 1949 KS1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1018 KS1018 HISTORY - Date Condition Report By KS1018 HISTORY - 1949 MONUMENTED CGS KS1018 HISTORY - 1970 MARK NOT FOUND USGS KS1018 HISTORY - 19880804 MARK NOT FOUND NGS KS1018 KS1018 STATION DESCRIPTION KS1018 KS1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1018'3.4 MI E FROM RICHVALE. KS1018'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS1018'STATION AT RICHVALE, THENCE 2.7 MILES EAST ALONG U.S. HIGHWAY KS1018'99 E, THENCE 0.5 MILE NORTH ALONG THE NORTH-SOUTH RUNWAY OF THE KS1018'STANLEY AIRPORT, 76 FEET WEST OF THE NORTH END OF THE RUNWAY, KS1018'180 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 3.7 FEET EAST KS1018'OF A WITNESS POST, AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE KS1018'PROJECTING 0.9 FOOT ABOVE THE GROUND. KS1018 KS1018 STATION RECOVERY (1970) KS1018 KS1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 KS1018'MARK NOT FOUND. KS1018 KS1018 STATION RECOVERY (1988) KS1018 KS1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1018'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1931 *********************************************************************** KS1931 DESIGNATION - Y KS1931 PID - KS1931 KS1931 STATE/COUNTY- CA/BUTTE KS1931 USGS QUAD - CHICO (1978) KS1931 KS1931 *CURRENT SURVEY CONTROL KS1931 ___________________________________________________________________ KS1931* NAD 83(1986)- 39 44 24. (N) 121 49 26. (W) SCALED KS1931* NAVD 88 - 73.094 (meters) 239.81 (feet) ADJUSTED KS1931 ___________________________________________________________________ KS1931 GEOID HEIGHT- -27.37 (meters) GEOID03 KS1931 DYNAMIC HT - 73.058 (meters) 239.69 (feet) COMP KS1931 MODELED GRAV- 980,121.9 (mgal) NAVD 88 KS1931 KS1931 VERT ORDER - FIRST CLASS II KS1931 KS1931.The horizontal coordinates were scaled from a topographic map and have KS1931.an estimated accuracy of +/- 6 seconds. KS1931 KS1931.The orthometric height was determined by differential leveling KS1931.and adjusted by the National Geodetic Survey in June 1991. KS1931 KS1931.The geoid height was determined by GEOID03. KS1931 KS1931.The dynamic height is computed by dividing the NAVD 88 KS1931.geopotential number by the normal gravity value computed on the KS1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1931.degrees latitude (g = 980.6199 gals.). KS1931 KS1931.The modeled gravity was interpolated from observed gravity values. KS1931 KS1931; North East Units Estimated Accuracy KS1931;SPC CA 2 - 730,170. 2,015,100. MT (+/- 180 meters Scaled) KS1931 KS1931 SUPERSEDED SURVEY CONTROL KS1931 KS1931.No superseded survey control is available for this station. KS1931 KS1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ007995(NAD 83) KS1931_MARKER: DD = SURVEY DISK KS1931_SETTING: 38 = ABUTMENT GUARDRAIL KS1931_STAMPING: Y KS1931_MARK LOGO: CADH KS1931_MAGNETIC: N = NO MAGNETIC MATERIAL KS1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1931+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004 KS1931 KS1931 HISTORY - Date Condition Report By KS1931 HISTORY - UNK MONUMENTED CADH KS1931 HISTORY - 19880725 GOOD NGS KS1931 HISTORY - 20040323 GOOD CADT KS1931 KS1931 STATION DESCRIPTION KS1931 KS1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1931'0.9 KM (0.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1931'JUNCTION OF 1ST AVENUE IN CHICO, IN THE SOUTHWEST END OF THE NORTHWEST KS1931'CONCRETE ABUTMENT GUARDRAIL OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING KS1931'VALLOMBROSA AVENUE AND BIG CHICO CREEK, 5.7 M (18.7 FT) SOUTHWEST OF KS1931'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) KS1931'SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL, AND 0.5 M (1.6 FT) KS1931'ABOVE THE LEVEL OF THE DRIVE. KS1931 KS1931 STATION RECOVERY (2004) KS1931 KS1931'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1931'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0124 *********************************************************************** KT0124 DESIGNATION - Y 1078 KT0124 PID - KT0124 KT0124 STATE/COUNTY- CA/GLENN KT0124 USGS QUAD - STONE VALLEY (1969) KT0124 KT0124 *CURRENT SURVEY CONTROL KT0124 ___________________________________________________________________ KT0124* NAD 83(1986)- 39 34 10. (N) 122 22 26. (W) SCALED KT0124* NAVD 88 - 129.47 (+/-2cm) 424.8 (feet) VERTCON KT0124 ___________________________________________________________________ KT0124 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0124 KT0124 VERT ORDER - FIRST CLASS II (See Below) KT0124 KT0124.The horizontal coordinates were scaled from a topographic map and have KT0124.an estimated accuracy of +/- 6 seconds. KT0124 KT0124.The NAVD 88 height was computed by applying the VERTCON shift value to KT0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0124.The vertical order pertains to the NGVD 29 superseded value. KT0124 KT0124.The geoid height was determined by GEOID03. KT0124 KT0124; North East Units Estimated Accuracy KT0124;SPC CA 2 - 711,290. 1,967,870. MT (+/- 180 meters Scaled) KT0124 KT0124 SUPERSEDED SURVEY CONTROL KT0124 KT0124 NGVD 29 (??/??/92) 128.683 (m) 422.19 (f) ADJ UNCH 1 2 KT0124 KT0124.Superseded values are not recommended for survey control. KT0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0124.See file dsdata.txt to determine how the superseded data were derived. KT0124 KT0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ537801(NAD 83) KT0124_MARKER: DB = BENCH MARK DISK KT0124_SETTING: 66 = SET IN ROCK OUTCROP KT0124_STAMPING: Y 1078 1967 KT0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KT0124+STABILITY: POSITION/ELEVATION WELL KT0124 KT0124 HISTORY - Date Condition Report By KT0124 HISTORY - 1967 MONUMENTED CGS KT0124 KT0124 STATION DESCRIPTION KT0124 KT0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0124'10.9 MI E FROM ELK CREEK. KT0124'10.9 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0124'AT ELK CREEK, 10.1 MILES WEST OF WILLOWS, ON THE SOUTH SLOPE OF KT0124'A HILL, IN THE TOP OF A 1 1/2- BY 1 1/2-FOOT OUTCROP PROJECTING KT0124'ABOUT 1 FOOT, 155.7 FEET NORTHEAST OF THE CENTER LINE OF THE KT0124'ROAD, 184 FEET NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM KT0124'TELEPHONE POLE 319, 122.2 FEET NORTHEAST OF A WITNESS POST, AND KT0124'ABOUT 20 FEET HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0032 *********************************************************************** KT0032 DESIGNATION - Y 199 KT0032 PID - KT0032 KT0032 STATE/COUNTY- CA/GLENN KT0032 USGS QUAD - WILLOWS (1969) KT0032 KT0032 *CURRENT SURVEY CONTROL KT0032 ___________________________________________________________________ KT0032* NAD 83(1986)- 39 31 18. (N) 122 11 35. (W) SCALED KT0032* NAVD 88 - 41.12 (+/-2cm) 134.9 (feet) VERTCON KT0032 ___________________________________________________________________ KT0032 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0032 KT0032 VERT ORDER - FIRST CLASS II (See Below) KT0032 KT0032.The horizontal coordinates were scaled from a topographic map and have KT0032.an estimated accuracy of +/- 6 seconds. KT0032 KT0032.The NAVD 88 height was computed by applying the VERTCON shift value to KT0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0032.The vertical order pertains to the NGVD 29 superseded value. KT0032 KT0032.The geoid height was determined by GEOID03. KT0032 KT0032; North East Units Estimated Accuracy KT0032;SPC CA 2 - 705,940. 1,983,400. MT (+/- 180 meters Scaled) KT0032 KT0032 SUPERSEDED SURVEY CONTROL KT0032 KT0032 NGVD 29 (??/??/92) 40.375 (m) 132.46 (f) ADJ UNCH 1 2 KT0032 KT0032.Superseded values are not recommended for survey control. KT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0032.See file dsdata.txt to determine how the superseded data were derived. KT0032 KT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ693749(NAD 83) KT0032_MARKER: DB = BENCH MARK DISK KT0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0032+STABILITY: SURFACE MOTION KT0032 KT0032 HISTORY - Date Condition Report By KT0032 HISTORY - UNK MONUMENTED CGS KT0032 HISTORY - 1967 GOOD NGS KT0032 KT0032 STATION DESCRIPTION KT0032 KT0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0032'AT WILLOWS. KT0032'AT WILLOWS, GLENN COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, KT0032'AT THE CROSSING OF WALNUT ST, 61 FEET WEST OF THE CENTERLINE KT0032'OF THE MAIN-LINE TRACK, 17 FEET SOUTH OF THE SOUTH CURB LINE KT0032'OF WALNUT ST., AND IN THE NORTHEAST CORNER OF A PARK. SET IN KT0032'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0820 *********************************************************************** KT0820 DESIGNATION - Y 215 KT0820 PID - KT0820 KT0820 STATE/COUNTY- CA/GLENN KT0820 USGS QUAD - NEWVILLE (1973) KT0820 KT0820 *CURRENT SURVEY CONTROL KT0820 ___________________________________________________________________ KT0820* NAD 83(1986)- 39 45 54. (N) 122 31 43. (W) SCALED KT0820* NAVD 88 - 257.88 (+/-2cm) 846.1 (feet) VERTCON KT0820 ___________________________________________________________________ KT0820 GEOID HEIGHT- -28.96 (meters) GEOID03 KT0820 KT0820 VERT ORDER - FIRST CLASS II (See Below) KT0820 KT0820.The horizontal coordinates were scaled from a topographic map and have KT0820.an estimated accuracy of +/- 6 seconds. KT0820 KT0820.The NAVD 88 height was computed by applying the VERTCON shift value to KT0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0820.The vertical order pertains to the NGVD 29 superseded value. KT0820 KT0820.The geoid height was determined by GEOID03. KT0820 KT0820; North East Units Estimated Accuracy KT0820;SPC CA 2 - 733,070. 1,954,710. MT (+/- 180 meters Scaled) KT0820 KT0820 SUPERSEDED SURVEY CONTROL KT0820 KT0820 NGVD 29 (??/??/92) 257.031 (m) 843.28 (f) ADJ UNCH 1 2 KT0820 KT0820.Superseded values are not recommended for survey control. KT0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0820.See file dsdata.txt to determine how the superseded data were derived. KT0820 KT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK403017(NAD 83) KT0820_MARKER: DB = BENCH MARK DISK KT0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0820_STAMPING: Y 215 1935 KT0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0820+STABILITY: SURFACE MOTION KT0820 KT0820 HISTORY - Date Condition Report By KT0820 HISTORY - 1935 MONUMENTED CGS KT0820 HISTORY - 1966 GOOD NGS KT0820 KT0820 STATION DESCRIPTION KT0820 KT0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0820'12.6 MI N FROM ELK CREEK. KT0820'11.6 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0820'AT ELK CREEK, THENCE 1.05 MILES NORTH ALONG A TRACK ROAD, 31 KT0820'FEET EAST OF THE CENTER LINE OF THE ROAD, 55 FEET EAST-NORTHEAST KT0820'AND ACROSS THE ROAD FROM THE NORTH END OF A GATE, 1.4 FEET KT0820'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND KT0820'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE KT0820'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0451 *********************************************************************** KT0451 DESIGNATION - Y 276 KT0451 PID - KT0451 KT0451 STATE/COUNTY- CA/GLENN KT0451 USGS QUAD - RAIL CANYON (1989) KT0451 KT0451 *CURRENT SURVEY CONTROL KT0451 ___________________________________________________________________ KT0451* NAD 83(1986)- 39 28 07. (N) 122 26 55. (W) SCALED KT0451* NAVD 88 - 256.58 (+/-2cm) 841.8 (feet) VERTCON KT0451 ___________________________________________________________________ KT0451 GEOID HEIGHT- -29.15 (meters) GEOID03 KT0451 KT0451 VERT ORDER - SECOND CLASS 0 (See Below) KT0451 KT0451.The horizontal coordinates were scaled from a topographic map and have KT0451.an estimated accuracy of +/- 6 seconds. KT0451 KT0451.The NAVD 88 height was computed by applying the VERTCON shift value to KT0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0451.The vertical order pertains to the NGVD 29 superseded value. KT0451 KT0451.The geoid height was determined by GEOID03. KT0451 KT0451; North East Units Estimated Accuracy KT0451;SPC CA 2 - 700,120. 1,961,400. MT (+/- 180 meters Scaled) KT0451 KT0451 SUPERSEDED SURVEY CONTROL KT0451 KT0451 NGVD 29 (??/??/92) 255.757 (m) 839.10 (f) ADJ UNCH 2 0 KT0451 KT0451.Superseded values are not recommended for survey control. KT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0451.See file dsdata.txt to determine how the superseded data were derived. KT0451 KT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ474689(NAD 83) KT0451_MARKER: DB = BENCH MARK DISK KT0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0451_STAMPING: Y 276 1935 KT0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0451+STABILITY: SURFACE MOTION KT0451 KT0451 HISTORY - Date Condition Report By KT0451 HISTORY - 1935 MONUMENTED CGS KT0451 HISTORY - 19860901 GOOD USGS KT0451 KT0451 STATION DESCRIPTION KT0451 KT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 KT0451'10.9 MI NE FROM STONYFORD. KT0451'IN GLENN COUNTY, 10.9 MILES NORTHEAST ALONG THE WILLOWS ROAD KT0451'FROM STONYFORD, COLUSA COUNTY, 75 FEET NORTHEAST OF A RANCH KT0451'HOUSE, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 9.7 FEET KT0451'NORTH OF THE CONCRETE BASE OF A HAND PUMP UNDER A ROOF (A COUNTY KT0451'WELL). A STANDARD DISK, STAMPED Y 276 1935 AND SET IN THE KT0451'TOP OF A CONCRETE BASE. KT0451 KT0451 STATION RECOVERY (1986) KT0451 KT0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (LK) KT0451'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0225 *********************************************************************** KT0225 DESIGNATION - Y 380 KT0225 PID - KT0225 KT0225 STATE/COUNTY- CA/GLENN KT0225 USGS QUAD - BLACK BUTTE DAM (1973) KT0225 KT0225 *CURRENT SURVEY CONTROL KT0225 ___________________________________________________________________ KT0225* NAD 83(1986)- 39 45 46. (N) 122 20 15. (W) SCALED KT0225* NAVD 88 - 141.06 (+/-2cm) 462.8 (feet) VERTCON KT0225 ___________________________________________________________________ KT0225 GEOID HEIGHT- -28.91 (meters) GEOID03 KT0225 KT0225 VERT ORDER - SECOND CLASS 0 (See Below) KT0225 KT0225.The horizontal coordinates were scaled from a topographic map and have KT0225.an estimated accuracy of +/- 6 seconds. KT0225 KT0225.The NAVD 88 height was computed by applying the VERTCON shift value to KT0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0225.The vertical order pertains to the NGVD 29 superseded value. KT0225 KT0225.The geoid height was determined by GEOID03. KT0225 KT0225; North East Units Estimated Accuracy KT0225;SPC CA 2 - 732,740. 1,971,080. MT (+/- 180 meters Scaled) KT0225 KT0225 SUPERSEDED SURVEY CONTROL KT0225 KT0225 NGVD 29 (??/??/92) 140.272 (m) 460.21 (f) ADJ UNCH 2 0 KT0225 KT0225.Superseded values are not recommended for survey control. KT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0225.See file dsdata.txt to determine how the superseded data were derived. KT0225 KT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK567016(NAD 83) KT0225_MARKER: DB = BENCH MARK DISK KT0225_SETTING: 30 = CULVERT KT0225_STAMPING: Y 380 1949 KT0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0225 KT0225 HISTORY - Date Condition Report By KT0225 HISTORY - 1949 MONUMENTED CGS KT0225 HISTORY - 1966 GOOD USGS KT0225 KT0225 STATION DESCRIPTION KT0225 KT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0225'8.8 MI NW FROM ORLAND. KT0225'8.8 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0225'PACIFIC CO. RAILROAD STATION AT ORLAND, AT A DOUBLE CONCRETE KT0225'PIPE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, KT0225'13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 0.6 FOOT KT0225'HIGHER THAN THE ROAD. KT0225 KT0225 STATION RECOVERY (1966) KT0225 KT0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0225'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1096 *********************************************************************** KS1096 DESIGNATION - Y 743 KS1096 PID - KS1096 KS1096 STATE/COUNTY- CA/BUTTE KS1096 USGS QUAD - CHICO (1978) KS1096 KS1096 *CURRENT SURVEY CONTROL KS1096 ___________________________________________________________________ KS1096* NAD 83(1986)- 39 44 12. (N) 121 50 43. (W) SCALED KS1096* NAVD 88 - 60.299 (meters) 197.83 (feet) ADJUSTED KS1096 ___________________________________________________________________ KS1096 GEOID HEIGHT- -27.42 (meters) GEOID03 KS1096 DYNAMIC HT - 60.269 (meters) 197.73 (feet) COMP KS1096 MODELED GRAV- 980,127.9 (mgal) NAVD 88 KS1096 KS1096 VERT ORDER - FIRST CLASS II KS1096 KS1096.The horizontal coordinates were scaled from a topographic map and have KS1096.an estimated accuracy of +/- 6 seconds. KS1096 KS1096.The orthometric height was determined by differential leveling KS1096.and adjusted by the National Geodetic Survey in June 1991. KS1096 KS1096.The geoid height was determined by GEOID03. KS1096 KS1096.The dynamic height is computed by dividing the NAVD 88 KS1096.geopotential number by the normal gravity value computed on the KS1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1096.degrees latitude (g = 980.6199 gals.). KS1096 KS1096.The modeled gravity was interpolated from observed gravity values. KS1096 KS1096; North East Units Estimated Accuracy KS1096;SPC CA 2 - 729,800. 2,013,260. MT (+/- 180 meters Scaled) KS1096 KS1096 SUPERSEDED SURVEY CONTROL KS1096 KS1096 NGVD 29 (??/??/??) 59.590 (m) 195.50 (f) ADJUSTED 1 2 KS1096 KS1096.Superseded values are not recommended for survey control. KS1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1096.See file dsdata.txt to determine how the superseded data were derived. KS1096 KS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ989991(NAD 83) KS1096_MARKER: DB = BENCH MARK DISK KS1096_SETTING: 36 = BUILDING KS1096_STAMPING: Y 743 1945 KS1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1096 KS1096 HISTORY - Date Condition Report By KS1096 HISTORY - 1945 MONUMENTED CGS KS1096 HISTORY - 1948 GOOD NGS KS1096 HISTORY - 1986 MARK NOT FOUND USPSQD KS1096 HISTORY - 19880718 MARK NOT FOUND NGS KS1096 KS1096 STATION DESCRIPTION KS1096 KS1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 KS1096'AT CHICO. KS1096'AT CHICO, BUTTE COUNTY, ON ESPLANADE BOULEVARD (U.S. HIGHWAY 99 E) KS1096'BETWEEN SACRAMENTO AND LINCOLN STREET, AT THE HIGH SCHOOL, 64 KS1096'FEET NORTHWEST OF THE NORTHEAST (MAIN) ENTRANCE, AT THE STEPS KS1096'LEADING TO THE BASEMENT, IN THE TOP OF THE NORTHWEST END OF THE KS1096'RETAINING WALL, 0.3 FOOT NORTHWEST OF THE NORTHWEST IRON POST AT KS1096'THE CORNER OF THE RAILING ALONG THE WALL, 4.6 FEET NORTHEAST OF KS1096'THE NORTHEAST FACE OF THE BUILDING AND LEVEL WITH THE SIDEWALK. KS1096'A STANDARD DISK, STAMPED Y 743 1945. KS1096 KS1096 STATION RECOVERY (1986) KS1096 KS1096'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM) KS1096'MARK NOT FOUND. KS1096 KS1096 STATION RECOVERY (1988) KS1096 KS1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1096'THERE IS A NEW SCHOOL BUILDING AT THIS LOCATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1127 *********************************************************************** KS1127 DESIGNATION - Y 846 KS1127 PID - KS1127 KS1127 STATE/COUNTY- CA/BUTTE KS1127 USGS QUAD - CHICO (1978) KS1127 KS1127 *CURRENT SURVEY CONTROL KS1127 ___________________________________________________________________ KS1127* NAD 83(1986)- 39 42 13. (N) 121 48 32. (W) SCALED KS1127* NAVD 88 - 61.263 (meters) 200.99 (feet) ADJUSTED KS1127 ___________________________________________________________________ KS1127 GEOID HEIGHT- -27.42 (meters) GEOID03 KS1127 DYNAMIC HT - 61.232 (meters) 200.89 (feet) COMP KS1127 MODELED GRAV- 980,123.9 (mgal) NAVD 88 KS1127 KS1127 VERT ORDER - FIRST CLASS II KS1127 KS1127.The horizontal coordinates were scaled from a topographic map and have KS1127.an estimated accuracy of +/- 6 seconds. KS1127 KS1127.The orthometric height was determined by differential leveling KS1127.and adjusted by the National Geodetic Survey in June 1991. KS1127 KS1127.The geoid height was determined by GEOID03. KS1127 KS1127.The dynamic height is computed by dividing the NAVD 88 KS1127.geopotential number by the normal gravity value computed on the KS1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1127.degrees latitude (g = 980.6199 gals.). KS1127 KS1127.The modeled gravity was interpolated from observed gravity values. KS1127 KS1127; North East Units Estimated Accuracy KS1127;SPC CA 2 - 726,140. 2,016,390. MT (+/- 180 meters Scaled) KS1127 KS1127 SUPERSEDED SURVEY CONTROL KS1127 KS1127 NGVD 29 (??/??/??) 60.553 (m) 198.66 (f) ADJUSTED 1 2 KS1127 KS1127.Superseded values are not recommended for survey control. KS1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1127.See file dsdata.txt to determine how the superseded data were derived. KS1127 KS1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ021955(NAD 83) KS1127_MARKER: DB = BENCH MARK DISK KS1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1127_STAMPING: Y 846 1948 KS1127_MARK LOGO: CGS KS1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1127+STABILITY: SURFACE MOTION KS1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1127+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988 KS1127 KS1127 HISTORY - Date Condition Report By KS1127 HISTORY - 1948 MONUMENTED CGS KS1127 HISTORY - 1974 GOOD DOD KS1127 HISTORY - 19880718 GOOD NGS KS1127 KS1127 STATION DESCRIPTION KS1127 KS1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1127'2.5 MI SW FROM CHICO. KS1127'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 99E FROM THE KS1127'POST OFFICE AT CHICO, AT THE PATRICK AIRPORT, AT THE NORTHEAST KS1127'CORNER OF HANGAR NO. 2, SET VERTICALLY IN THE NORTH FACE OF THE KS1127'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE HANGAR, 0.2 KS1127'FOOT WEST OF THE NORTHEAST CORNER AND 0.4 FOOT ABOVE THE GROUND. KS1127 KS1127 STATION RECOVERY (1974) KS1127 KS1127'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974 KS1127'RECOVERED IN GOOD CONDITION. KS1127 KS1127 STATION RECOVERY (1988) KS1127 KS1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1127'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1138 *********************************************************************** KS1138 DESIGNATION - Y 848 KS1138 PID - KS1138 KS1138 STATE/COUNTY- CA/BUTTE KS1138 USGS QUAD - NELSON (1976) KS1138 KS1138 *CURRENT SURVEY CONTROL KS1138 ___________________________________________________________________ KS1138* NAD 83(1986)- 39 35 12. (N) 121 46 38. (W) SCALED KS1138* NAVD 88 - 39.881 (meters) 130.84 (feet) ADJUSTED KS1138 ___________________________________________________________________ KS1138 GEOID HEIGHT- -27.69 (meters) GEOID03 KS1138 DYNAMIC HT - 39.861 (meters) 130.78 (feet) COMP KS1138 MODELED GRAV- 980,122.0 (mgal) NAVD 88 KS1138 KS1138 VERT ORDER - FIRST CLASS II KS1138 KS1138.The horizontal coordinates were scaled from a topographic map and have KS1138.an estimated accuracy of +/- 6 seconds. KS1138 KS1138.The orthometric height was determined by differential leveling KS1138.and adjusted by the National Geodetic Survey in June 1991. KS1138 KS1138.The geoid height was determined by GEOID03. KS1138 KS1138.The dynamic height is computed by dividing the NAVD 88 KS1138.geopotential number by the normal gravity value computed on the KS1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1138.degrees latitude (g = 980.6199 gals.). KS1138 KS1138.The modeled gravity was interpolated from observed gravity values. KS1138 KS1138; North East Units Estimated Accuracy KS1138;SPC CA 2 - 713,160. 2,019,140. MT (+/- 180 meters Scaled) KS1138 KS1138 SUPERSEDED SURVEY CONTROL KS1138 KS1138 NGVD 29 (??/??/??) 39.169 (m) 128.51 (f) ADJUSTED 1 2 KS1138 KS1138.Superseded values are not recommended for survey control. KS1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1138.See file dsdata.txt to determine how the superseded data were derived. KS1138 KS1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ050825(NAD 83) KS1138_MARKER: DB = BENCH MARK DISK KS1138_SETTING: 30 = CURB KS1138_STAMPING: Y 848 1948 KS1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS1138 KS1138 HISTORY - Date Condition Report By KS1138 HISTORY - 1948 MONUMENTED CGS KS1138 HISTORY - 1949 GOOD NGS KS1138 HISTORY - 20040323 MARK NOT FOUND CADT KS1138 KS1138 STATION DESCRIPTION KS1138 KS1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1138'4.1 MI SE FROM DURHAM. KS1138'4.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KS1138'FROM THE STATION AT DURHAM, ABOUT 12 RAILS SOUTHEAST OF MILEPOST KS1138'174, ALONG U.S. HIGHWAY 99E, AT BRIDGE 356-97, IN THE TOP OF THE KS1138'WEST CURB, 1.6 FEET SOUTH OF THE NORTH END, 120 FEET WEST OF KS1138'THE WEST RAIL OF THE TRACK, 11.1 FEET WEST OF THE CENTER LINE KS1138'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. KS1138 KS1138 STATION RECOVERY (1949) KS1138 KS1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 KS1138'RECOVERED IN GOOD CONDITION. KS1138 KS1138 STATION RECOVERY (2004) KS1138 KS1138'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1138'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0507 *********************************************************************** KT0507 DESIGNATION - Y 850 KT0507 PID - KT0507 KT0507 STATE/COUNTY- CA/GLENN KT0507 USGS QUAD - LOGANDALE (1973) KT0507 KT0507 *CURRENT SURVEY CONTROL KT0507 ___________________________________________________________________ KT0507* NAD 83(1986)- 39 23 33. (N) 122 14 52. (W) SCALED KT0507* NAVD 88 - 36.34 (+/-2cm) 119.2 (feet) VERTCON KT0507 ___________________________________________________________________ KT0507 GEOID HEIGHT- -29.36 (meters) GEOID03 KT0507 KT0507 VERT ORDER - FIRST CLASS II (See Below) KT0507 KT0507.The horizontal coordinates were scaled from a topographic map and have KT0507.an estimated accuracy of +/- 6 seconds. KT0507 KT0507.The NAVD 88 height was computed by applying the VERTCON shift value to KT0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0507.The vertical order pertains to the NGVD 29 superseded value. KT0507 KT0507.The geoid height was determined by GEOID03. KT0507 KT0507; North East Units Estimated Accuracy KT0507;SPC CA 2 - 691,610. 1,978,660. MT (+/- 180 meters Scaled) KT0507 KT0507 SUPERSEDED SURVEY CONTROL KT0507 KT0507 NGVD 29 (??/??/92) 35.594 (m) 116.78 (f) ADJ UNCH 1 2 KT0507 KT0507.Superseded values are not recommended for survey control. KT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0507.See file dsdata.txt to determine how the superseded data were derived. KT0507 KT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ647606(NAD 83) KT0507_MARKER: DB = BENCH MARK DISK KT0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0507_STAMPING: Y 850 1949 KT0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0507+STABILITY: SURFACE MOTION KT0507 KT0507 HISTORY - Date Condition Report By KT0507 HISTORY - 1949 MONUMENTED CGS KT0507 KT0507 STATION DESCRIPTION KT0507 KT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0507'11.3 MI S FROM WILLOWS. KT0507'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0507'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0507'8.6 MILES SOUTH ALONG COUNTY ROAD D, AT THE ENTRANCE TO A RANCH, KT0507'71 FEET NORTHEAST OF THE DRIVEWAY ENTRANCE TO THE RANCH, 33.0 KT0507'FEET NORTH OF A CONCRETE CULVERT, 20.5 FEET EAST OF THE CENTER KT0507'LINE OF THE ROAD, 7.5 FEET NORTH OF A POWER POLE, 2 FEET WEST KT0507'OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING KT0507'0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0142 *********************************************************************** KT0142 DESIGNATION - Y 851 KT0142 PID - KT0142 KT0142 STATE/COUNTY- CA/GLENN KT0142 USGS QUAD - WILLOWS (1969) KT0142 KT0142 *CURRENT SURVEY CONTROL KT0142 ___________________________________________________________________ KT0142* NAD 83(1986)- 39 34 02. (N) 122 14 55. (W) SCALED KT0142* NAVD 88 - 49.15 (+/-2cm) 161.3 (feet) VERTCON KT0142 ___________________________________________________________________ KT0142 GEOID HEIGHT- -28.97 (meters) GEOID03 KT0142 KT0142 VERT ORDER - FIRST CLASS II (See Below) KT0142 KT0142.The horizontal coordinates were scaled from a topographic map and have KT0142.an estimated accuracy of +/- 6 seconds. KT0142 KT0142.The NAVD 88 height was computed by applying the VERTCON shift value to KT0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0142.The vertical order pertains to the NGVD 29 superseded value. KT0142 KT0142.The geoid height was determined by GEOID03. KT0142 KT0142; North East Units Estimated Accuracy KT0142;SPC CA 2 - 711,010. 1,978,640. MT (+/- 180 meters Scaled) KT0142 KT0142 SUPERSEDED SURVEY CONTROL KT0142 KT0142 NGVD 29 (??/??/92) 48.394 (m) 158.77 (f) ADJ UNCH 1 2 KT0142 KT0142.Superseded values are not recommended for survey control. KT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0142.See file dsdata.txt to determine how the superseded data were derived. KT0142 KT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ645799(NAD 83) KT0142_MARKER: DB = BENCH MARK DISK KT0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0142_STAMPING: Y 851 1949 KT0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0142+STABILITY: SURFACE MOTION KT0142 KT0142 HISTORY - Date Condition Report By KT0142 HISTORY - 1949 MONUMENTED CGS KT0142 KT0142 STATION DESCRIPTION KT0142 KT0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0142'5.7 MI NW FROM WILLOWS. KT0142'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0142'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 3 MILES KT0142'NORTH ALONG COUNTY ROAD D, AT A T ROAD LEADING TO A RANCH HOUSE, KT0142'55.5 FEET WEST OF THE INTERSECTION OF THE CENTER LINES OF THE KT0142'ROADS, 31.5 FEET NORTH OF A POWER POLE SUPPORT POLE, 17.5 FEET KT0142'SOUTH OF A POWER POLE, 1.5 FEET EAST OF A FENCE LINE, 3.2 FEET KT0142'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST KT0142'PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0518 *********************************************************************** KT0518 DESIGNATION - Y 852 KT0518 PID - KT0518 KT0518 STATE/COUNTY- CA/GLENN KT0518 USGS QUAD - PRINCETON (1973) KT0518 KT0518 *CURRENT SURVEY CONTROL KT0518 ___________________________________________________________________ KT0518* NAD 83(1986)- 39 27 25. (N) 122 01 04. (W) SCALED KT0518* NAVD 88 - 27.37 (+/-2cm) 89.8 (feet) VERTCON KT0518 ___________________________________________________________________ KT0518 GEOID HEIGHT- -28.63 (meters) GEOID03 KT0518 KT0518 VERT ORDER - FIRST CLASS II (See Below) KT0518 KT0518.The horizontal coordinates were scaled from a topographic map and have KT0518.an estimated accuracy of +/- 6 seconds. KT0518 KT0518.The NAVD 88 height was computed by applying the VERTCON shift value to KT0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0518.The vertical order pertains to the NGVD 29 superseded value. KT0518 KT0518.The geoid height was determined by GEOID03. KT0518 KT0518; North East Units Estimated Accuracy KT0518;SPC CA 2 - 698,730. 1,998,470. MT (+/- 180 meters Scaled) KT0518 KT0518 SUPERSEDED SURVEY CONTROL KT0518 KT0518 NGVD 29 (??/??/92) 26.641 (m) 87.40 (f) ADJ UNCH 1 2 KT0518 KT0518.Superseded values are not recommended for survey control. KT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0518.See file dsdata.txt to determine how the superseded data were derived. KT0518 KT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ845679(NAD 83) KT0518_MARKER: DB = BENCH MARK DISK KT0518_SETTING: 36 = CANAL KT0518_STAMPING: U 852 1949 KT0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0518 KT0518 HISTORY - Date Condition Report By KT0518 HISTORY - 1949 MONUMENTED CGS KT0518 KT0518 STATION DESCRIPTION KT0518 KT0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0518'1.8 MI W FROM BUTTE CITY. KT0518'1.8 MILES WEST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KT0518'BUTTE CITY, AT THE INTERSECTION OF THE HIGHWAY, A PAVED ROAD KT0518'LEADING SOUTH, AND A GRAVEL ROAD LEADING WEST, ABOUT 50 YARDS KT0518'WEST OF AND ACROSS THE HIGHWAY FROM THE FOUR CORNERS SERVICE KT0518'STORE AND GASOLINE STATION, AT A DOUBLE HEAD GATE ON THE WEST KT0518'BANK OF AN IRRIGATION CANAL, IN THE TOP OF THE NORTH END OF THE KT0518'SOUTH HEAD WALL, 39 FEET SOUTH OF THE SOUTHWEST CORNER OF THE KT0518'CONCRETE BRIDGE OVER THE CANAL. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0125 *********************************************************************** KT0125 DESIGNATION - Z 1078 KT0125 PID - KT0125 KT0125 STATE/COUNTY- CA/GLENN KT0125 USGS QUAD - FRUTO (1973) KT0125 KT0125 *CURRENT SURVEY CONTROL KT0125 ___________________________________________________________________ KT0125* NAD 83(1986)- 39 34 50. (N) 122 23 21. (W) SCALED KT0125* NAVD 88 - 134.55 (+/-2cm) 441.4 (feet) VERTCON KT0125 ___________________________________________________________________ KT0125 GEOID HEIGHT- -29.14 (meters) GEOID03 KT0125 KT0125 VERT ORDER - FIRST CLASS II (See Below) KT0125 KT0125.The horizontal coordinates were scaled from a topographic map and have KT0125.an estimated accuracy of +/- 6 seconds. KT0125 KT0125.The NAVD 88 height was computed by applying the VERTCON shift value to KT0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0125.The vertical order pertains to the NGVD 29 superseded value. KT0125 KT0125.The geoid height was determined by GEOID03. KT0125 KT0125; North East Units Estimated Accuracy KT0125;SPC CA 2 - 712,530. 1,966,570. MT (+/- 180 meters Scaled) KT0125 KT0125 SUPERSEDED SURVEY CONTROL KT0125 KT0125 NGVD 29 (??/??/92) 133.758 (m) 438.84 (f) ADJ UNCH 1 2 KT0125 KT0125.Superseded values are not recommended for survey control. KT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0125.See file dsdata.txt to determine how the superseded data were derived. KT0125 KT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ524813(NAD 83) KT0125_MARKER: DB = BENCH MARK DISK KT0125_SETTING: 30 = CULVERT KT0125_STAMPING: Z 1078 1967 KT0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0125 KT0125 HISTORY - Date Condition Report By KT0125 HISTORY - 1967 MONUMENTED CGS KT0125 KT0125 STATION DESCRIPTION KT0125 KT0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 KT0125'9.8 MI E FROM ELK CREEK. KT0125'9.8 MILES EAST ALONG THE ROAD TO WILLOWS FROM THE POST OFFICE KT0125'AT ELK CREEK, 0.05 MILE EAST OF THE JUNCTION OF A DRIVEWAY KT0125'SOUTHWEST TO A RANCH, IN THE TOP AND 0.8 FOOT EAST OF THE WEST KT0125'END OF THE NORTH CONCRETE HEAD WALL OF A LARGE CONCRETE BOX KT0125'CULVERT AND CATTLE UNDER CROSSING, 13 1/2 FEET NORTH OF THE KT0125'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1932 *********************************************************************** KS1932 DESIGNATION - Z 1430 KS1932 PID - KS1932 KS1932 STATE/COUNTY- CA/BUTTE KS1932 USGS QUAD - CHICO (1978) KS1932 KS1932 *CURRENT SURVEY CONTROL KS1932 ___________________________________________________________________ KS1932* NAD 83(1986)- 39 44 19. (N) 121 49 20. (W) SCALED KS1932* NAVD 88 - 73.412 (meters) 240.85 (feet) ADJUSTED KS1932 ___________________________________________________________________ KS1932 GEOID HEIGHT- -27.37 (meters) GEOID03 KS1932 DYNAMIC HT - 73.374 (meters) 240.73 (feet) COMP KS1932 MODELED GRAV- 980,121.7 (mgal) NAVD 88 KS1932 KS1932 VERT ORDER - FIRST CLASS II KS1932 KS1932.The horizontal coordinates were scaled from a topographic map and have KS1932.an estimated accuracy of +/- 6 seconds. KS1932 KS1932.The orthometric height was determined by differential leveling KS1932.and adjusted by the National Geodetic Survey in June 1991. KS1932 KS1932.The geoid height was determined by GEOID03. KS1932 KS1932.The dynamic height is computed by dividing the NAVD 88 KS1932.geopotential number by the normal gravity value computed on the KS1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1932.degrees latitude (g = 980.6199 gals.). KS1932 KS1932.The modeled gravity was interpolated from observed gravity values. KS1932 KS1932; North East Units Estimated Accuracy KS1932;SPC CA 2 - 730,020. 2,015,240. MT (+/- 180 meters Scaled) KS1932 KS1932 SUPERSEDED SURVEY CONTROL KS1932 KS1932.No superseded survey control is available for this station. KS1932 KS1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ009994(NAD 83) KS1932_MARKER: DV = VERTICAL CONTROL DISK KS1932_SETTING: 38 = ABUTMENT KS1932_STAMPING: Z 1430 1988 KS1932_MARK LOGO: NGS KS1932_MAGNETIC: N = NO MAGNETIC MATERIAL KS1932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS1932+STABILITY: POSITION/ELEVATION WELL KS1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1932+SATELLITE: SATELLITE OBSERVATIONS - 1988 KS1932 KS1932 HISTORY - Date Condition Report By KS1932 HISTORY - 1988 MONUMENTED NGS KS1932 HISTORY - 20040323 GOOD CADT KS1932 KS1932 STATION DESCRIPTION KS1932 KS1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1932'1.1 KM (0.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 99 FROM THE KS1932'JUNCTION OF 1ST AVENUE IN CHICO, IN THE SOUTHWEST END OF THE SOUTHEAST KS1932'CONCRETE ABUTMENT GUARDRAIL OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING KS1932'VALLOMBROSA AVENUE AND BIG CHICO CREEK, 5.7 M (18.7 FT) SOUTHWEST OF KS1932'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT) KS1932'NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL, AND 0.5 M (1.6 FT) KS1932'ABOVE THE LEVEL OF THE HIGHWAY. KS1932 KS1932 STATION RECOVERY (2004) KS1932 KS1932'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1932'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0889 *********************************************************************** KS0889 DESIGNATION - Z 17=99 B USGS KS0889 PID - KS0889 KS0889 STATE/COUNTY- CA/BUTTE KS0889 USGS QUAD - BIGGS (1970) KS0889 KS0889 *CURRENT SURVEY CONTROL KS0889 ___________________________________________________________________ KS0889* NAD 83(1986)- 39 28 15. (N) 121 44 03. (W) SCALED KS0889* NAVD 88 - 31.143 (meters) 102.17 (feet) ADJUSTED KS0889 ___________________________________________________________________ KS0889 GEOID HEIGHT- -28.10 (meters) GEOID03 KS0889 DYNAMIC HT - 31.126 (meters) 102.12 (feet) COMP KS0889 MODELED GRAV- 980,099.9 (mgal) NAVD 88 KS0889 KS0889 VERT ORDER - FIRST CLASS II KS0889 KS0889.The horizontal coordinates were scaled from a topographic map and have KS0889.an estimated accuracy of +/- 6 seconds. KS0889 KS0889.The orthometric height was determined by differential leveling KS0889.and adjusted by the National Geodetic Survey in June 1991. KS0889 KS0889.The geoid height was determined by GEOID03. KS0889 KS0889.The dynamic height is computed by dividing the NAVD 88 KS0889.geopotential number by the normal gravity value computed on the KS0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS0889.degrees latitude (g = 980.6199 gals.). KS0889 KS0889.The modeled gravity was interpolated from observed gravity values. KS0889 KS0889; North East Units Estimated Accuracy KS0889;SPC CA 2 - 700,310. 2,022,870. MT (+/- 180 meters Scaled) KS0889 KS0889 SUPERSEDED SURVEY CONTROL KS0889 KS0889 NGVD 29 (??/??/??) 30.437 (m) 99.86 (f) ADJUSTED 1 2 KS0889 KS0889.Superseded values are not recommended for survey control. KS0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0889.See file dsdata.txt to determine how the superseded data were derived. KS0889 KS0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ088697(NAD 83) KS0889_MARKER: P = PIPE CAP KS0889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KS0889_STAMPING: 99 B 1902 99.754 KS0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0889 KS0889 HISTORY - Date Condition Report By KS0889 HISTORY - 1902 MONUMENTED USGS KS0889 HISTORY - 1949 GOOD NGS KS0889 HISTORY - 20040323 MARK NOT FOUND CADT KS0889 KS0889 STATION DESCRIPTION KS0889 KS0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0889'1.9 MI S FROM RICHVALE. KS0889'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0889'STATION AT RICHVALE, 0.5 MILE NORTH OF A ROAD CROSSING, 12-1/2 KS0889'RAILS SOUTH OF BRIDGE 165.72, 74 FEET SOUTH OF TELEPHONE POLE, KS0889'48 FEET WEST OF A FENCE, 45 FEET EAST OF THE EAST RAIL, ABOUT KS0889'3 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A KS0889'3-1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE GROUND. A KS0889'STANDARD U.S. GEOLOGICAL SURVEY CAP, STAMPED 99 B 1902 99.754. KS0889 KS0889 STATION RECOVERY (2004) KS0889 KS0889'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS0889'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0361 *********************************************************************** KT0361 DESIGNATION - Z 199 KT0361 PID - KT0361 KT0361 STATE/COUNTY- CA/GLENN KT0361 USGS QUAD - LOGANDALE (1973) KT0361 KT0361 *CURRENT SURVEY CONTROL KT0361 ___________________________________________________________________ KT0361* NAD 83(1986)- 39 29 36. (N) 122 11 33. (W) SCALED KT0361* NAVD 88 - 35.67 (+/-2cm) 117.0 (feet) VERTCON KT0361 ___________________________________________________________________ KT0361 GEOID HEIGHT- -29.01 (meters) GEOID03 KT0361 KT0361 VERT ORDER - FIRST CLASS II (See Below) KT0361 KT0361.The horizontal coordinates were scaled from a topographic map and have KT0361.an estimated accuracy of +/- 6 seconds. KT0361 KT0361.The NAVD 88 height was computed by applying the VERTCON shift value to KT0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0361.The vertical order pertains to the NGVD 29 superseded value. KT0361 KT0361.The geoid height was determined by GEOID03. KT0361 KT0361; North East Units Estimated Accuracy KT0361;SPC CA 2 - 702,790. 1,983,440. MT (+/- 180 meters Scaled) KT0361 KT0361 SUPERSEDED SURVEY CONTROL KT0361 KT0361 NGVD 29 (??/??/92) 34.923 (m) 114.58 (f) ADJ UNCH 1 2 KT0361 KT0361.Superseded values are not recommended for survey control. KT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0361.See file dsdata.txt to determine how the superseded data were derived. KT0361 KT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694718(NAD 83) KT0361_MARKER: DB = BENCH MARK DISK KT0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0361_STAMPING: Z 199 1935 KT0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0361+STABILITY: SURFACE MOTION KT0361 KT0361 HISTORY - Date Condition Report By KT0361 HISTORY - 1935 MONUMENTED CGS KT0361 HISTORY - 1967 GOOD NGS KT0361 KT0361 STATION DESCRIPTION KT0361 KT0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0361'1.8 MI S FROM WILLOWS. KT0361'1.85 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KT0361'FROM THE STATION AT WILLOWS, 0.15 MILE SOUTH OF THE CROSSING KT0361'OF ROAD 57, 35.5 FEET WEST OF THE WEST RAIL, 72 1/2 FEET EAST OF KT0361'THE CENTER LINE OF AN ASPHALT ROAD, 5 1/2 FEET NORTHEAST OF KT0361'MILEPOLE 148, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 KT0361'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE KT0361'POST PROJECTING 0.8 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0816 *********************************************************************** KT0816 DESIGNATION - Z 215 KT0816 PID - KT0816 KT0816 STATE/COUNTY- CA/GLENN KT0816 USGS QUAD - CHROME (1968) KT0816 KT0816 *CURRENT SURVEY CONTROL KT0816 ___________________________________________________________________ KT0816* NAD 83(1986)- 39 44 47. (N) 122 32 18. (W) SCALED KT0816* NAVD 88 - 252.61 (+/-2cm) 828.8 (feet) VERTCON KT0816 ___________________________________________________________________ KT0816 GEOID HEIGHT- -28.93 (meters) GEOID03 KT0816 KT0816 VERT ORDER - FIRST CLASS II (See Below) KT0816 KT0816.The horizontal coordinates were scaled from a topographic map and have KT0816.an estimated accuracy of +/- 6 seconds. KT0816 KT0816.The NAVD 88 height was computed by applying the VERTCON shift value to KT0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0816.The vertical order pertains to the NGVD 29 superseded value. KT0816 KT0816.The geoid height was determined by GEOID03. KT0816 KT0816; North East Units Estimated Accuracy KT0816;SPC CA 2 - 731,000. 1,953,860. MT (+/- 180 meters Scaled) KT0816 KT0816 SUPERSEDED SURVEY CONTROL KT0816 KT0816 NGVD 29 (??/??/92) 251.751 (m) 825.95 (f) ADJ UNCH 1 2 KT0816 KT0816.Superseded values are not recommended for survey control. KT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0816.See file dsdata.txt to determine how the superseded data were derived. KT0816 KT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ395997(NAD 83) KT0816_MARKER: DB = BENCH MARK DISK KT0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0816_STAMPING: Z 215 1935 KT0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0816+STABILITY: SURFACE MOTION KT0816 KT0816 HISTORY - Date Condition Report By KT0816 HISTORY - 1935 MONUMENTED CGS KT0816 HISTORY - 1966 GOOD NGS KT0816 KT0816 STATION DESCRIPTION KT0816 KT0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KT0816'11 MI N FROM ELK CREEK. KT0816'11.05 MILES NORTH ALONG COUNTY ROAD 306 FROM THE POST OFFICE KT0816'AT ELK CREEK, 172 FEET WEST OF THE WEST END OF A CONCRETE BRIDGE KT0816'OVER HEIFER CAMP CREEK, 37 FEET NORTH OF THE CENTER LINE OF KT0816'THE ROAD, 10.7 FEET NORTH OF A FENCE, 6 1/2 FEET WEST-SOUTHWEST KT0816'OF A TELEPHONE POLE 16, 1.6 FEET EAST OF A WITNESS POST, KT0816'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE KT0816'POST PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0987 *********************************************************************** KS0987 DESIGNATION - Z 226 RESET 1963 KS0987 PID - KS0987 KS0987 STATE/COUNTY- CA/GLENN KS0987 USGS QUAD - BUTTE CITY (1973) KS0987 KS0987 *CURRENT SURVEY CONTROL KS0987 ___________________________________________________________________ KS0987* NAD 83(1986)- 39 27 51. (N) 121 53 15. (W) SCALED KS0987* NAVD 88 - 25.51 (+/-2cm) 83.7 (feet) VERTCON KS0987 ___________________________________________________________________ KS0987 GEOID HEIGHT- -28.31 (meters) GEOID03 KS0987 KS0987 VERT ORDER - THIRD (See Below) KS0987 KS0987.The horizontal coordinates were scaled from a topographic map and have KS0987.an estimated accuracy of +/- 6 seconds. KS0987 KS0987.The NAVD 88 height was computed by applying the VERTCON shift value to KS0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0987.The vertical order pertains to the NGVD 29 superseded value. KS0987 KS0987.The geoid height was determined by GEOID03. KS0987 KS0987; North East Units Estimated Accuracy KS0987;SPC CA 2 - 699,540. 2,009,680. MT (+/- 180 meters Scaled) KS0987 KS0987 SUPERSEDED SURVEY CONTROL KS0987 KS0987 NGVD 29 (??/??/??) 24.79 (m) 81.3 (f) RESET 3 KS0987 KS0987.Superseded values are not recommended for survey control. KS0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0987.See file dsdata.txt to determine how the superseded data were derived. KS0987 KS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ957688(NAD 83) KS0987_MARKER: DD = SURVEY DISK KS0987_SETTING: 36 = BRIDGE KS0987_STAMPING: Z 226 RESET 1963 KS0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0987 KS0987 HISTORY - Date Condition Report By KS0987 HISTORY - 1963 MONUMENTED CADH KS0987 HISTORY - 1964 GOOD NGS KS0987 HISTORY - 19870425 GOOD USPSQD KS0987 KS0987 STATION DESCRIPTION KS0987 KS0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 KS0987'5.5 MI E FROM BUTTE CITY. KS0987'5.5 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0987'BUTTE CITY, ABOUT 19.3 FEET NORTH OF THE CENTERLINE OF HIGHWAY KS0987'BRIDGE 11-32, AND SET IN THE TOP OF THE NORTHWEST ABUTMENT OF KS0987'HIGHWAY BRIDGE 11-32. KS0987 KS0987 STATION RECOVERY (1987) KS0987 KS0987'RECOVERY NOTE BY US POWER SQUADRON 1987 (WL) KS0987'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0226 *********************************************************************** KT0226 DESIGNATION - Z 380 KT0226 PID - KT0226 KT0226 STATE/COUNTY- CA/GLENN KT0226 USGS QUAD - BLACK BUTTE DAM (1973) KT0226 KT0226 *CURRENT SURVEY CONTROL KT0226 ___________________________________________________________________ KT0226* NAD 83(1986)- 39 46 07. (N) 122 21 05. (W) SCALED KT0226* NAVD 88 - 155.01 (+/-2cm) 508.6 (feet) VERTCON KT0226 ___________________________________________________________________ KT0226 GEOID HEIGHT- -28.94 (meters) GEOID03 KT0226 KT0226 VERT ORDER - SECOND CLASS 0 (See Below) KT0226 KT0226.The horizontal coordinates were scaled from a topographic map and have KT0226.an estimated accuracy of +/- 6 seconds. KT0226 KT0226.The NAVD 88 height was computed by applying the VERTCON shift value to KT0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0226.The vertical order pertains to the NGVD 29 superseded value. KT0226 KT0226.The geoid height was determined by GEOID03. KT0226 KT0226; North East Units Estimated Accuracy KT0226;SPC CA 2 - 733,390. 1,969,890. MT (+/- 180 meters Scaled) KT0226 KT0226 SUPERSEDED SURVEY CONTROL KT0226 KT0226 NGVD 29 (??/??/92) 154.211 (m) 505.94 (f) ADJ UNCH 2 0 KT0226 KT0226.Superseded values are not recommended for survey control. KT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0226.See file dsdata.txt to determine how the superseded data were derived. KT0226 KT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK555022(NAD 83) KT0226_MARKER: DB = BENCH MARK DISK KT0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0226_STAMPING: Z 380 1949 KT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0226+STABILITY: SURFACE MOTION KT0226 KT0226 HISTORY - Date Condition Report By KT0226 HISTORY - 1949 MONUMENTED CGS KT0226 HISTORY - 1966 GOOD USGS KT0226 KT0226 STATION DESCRIPTION KT0226 KT0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0226'9.6 MI NW FROM ORLAND. KT0226'9.6 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN KT0226'PACIFIC CO. RAILROAD STATION AT ORLAND, ON THE NORTHWEST SLOPE KT0226'OF A SMALL RISE IN THE GRADE, 141 FEET NORTHWEST OF THE CENTER KT0226'OF THE JUNCTION OF A TRACK ROAD, 34 FEET NORTHEAST OF THE CENTER KT0226'LINE OF THE NEWVILLE ROAD, 27 FEET WEST OF AN 8-INCH OAK TREE, KT0226'15 1/2 FEET SOUTHEAST OF AN 18-INCH OAK TREE, 2 FEET SOUTHWEST KT0226'OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, 0.5 FOOT KT0226'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST KT0226'PROJECTING 0.3 FOOT ABOVE THE GROUND. KT0226 KT0226 STATION RECOVERY (1966) KT0226 KT0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 KT0226'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1137 *********************************************************************** KS1137 DESIGNATION - Z 848 KS1137 PID - KS1137 KS1137 STATE/COUNTY- CA/BUTTE KS1137 USGS QUAD - NELSON (1976) KS1137 KS1137 *CURRENT SURVEY CONTROL KS1137 ___________________________________________________________________ KS1137* NAD 83(1986)- 39 36 00. (N) 121 46 57. (W) SCALED KS1137* NAVD 88 - 41.094 (meters) 134.82 (feet) ADJUSTED KS1137 ___________________________________________________________________ KS1137 GEOID HEIGHT- -27.66 (meters) GEOID03 KS1137 DYNAMIC HT - 41.073 (meters) 134.75 (feet) COMP KS1137 MODELED GRAV- 980,123.7 (mgal) NAVD 88 KS1137 KS1137 VERT ORDER - FIRST CLASS II KS1137 KS1137.The horizontal coordinates were scaled from a topographic map and have KS1137.an estimated accuracy of +/- 6 seconds. KS1137 KS1137.The orthometric height was determined by differential leveling KS1137.and adjusted by the National Geodetic Survey in June 1991. KS1137 KS1137.The geoid height was determined by GEOID03. KS1137 KS1137.The dynamic height is computed by dividing the NAVD 88 KS1137.geopotential number by the normal gravity value computed on the KS1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1137.degrees latitude (g = 980.6199 gals.). KS1137 KS1137.The modeled gravity was interpolated from observed gravity values. KS1137 KS1137; North East Units Estimated Accuracy KS1137;SPC CA 2 - 714,640. 2,018,680. MT (+/- 180 meters Scaled) KS1137 KS1137 SUPERSEDED SURVEY CONTROL KS1137 KS1137 NGVD 29 (??/??/??) 40.382 (m) 132.49 (f) ADJUSTED 1 2 KS1137 KS1137.Superseded values are not recommended for survey control. KS1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1137.See file dsdata.txt to determine how the superseded data were derived. KS1137 KS1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ045840(NAD 83) KS1137_MARKER: DB = BENCH MARK DISK KS1137_SETTING: 36 = BRIDGE KS1137_STAMPING: Z 848 1948 KS1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1137 KS1137 HISTORY - Date Condition Report By KS1137 HISTORY - 1948 MONUMENTED CGS KS1137 HISTORY - 20040323 MARK NOT FOUND CADT KS1137 KS1137 STATION DESCRIPTION KS1137 KS1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KS1137'3.1 MI SE FROM DURHAM. KS1137'ABOUT 3.1 MILES SOUTHEAST ALONE THE SOUTHERN PACIFIC RAILROAD KS1137'FROM THE STATION AT DURHAM, ABOUT 8 RAILS SOUTHEAST OF MILEPOST KS1137'NO. 175, AT RAILROAD MILEAGE NO. 174.91, 9.7 FEET EAST OF THE KS1137'CENTER LINE OF U.S. HIGHWAY NO. 99E, SET ON TOP AND 4.5 FEET KS1137'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF HIGHWAY KS1137'BRIDGE NO. C-408-50 AND 0.3 FOOT ABOVE THE GROUND. KS1137 KS1137 STATION RECOVERY (2004) KS1137 KS1137'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1137'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0508 *********************************************************************** KT0508 DESIGNATION - Z 850 KT0508 PID - KT0508 KT0508 STATE/COUNTY- CA/GLENN KT0508 USGS QUAD - LOGANDALE (1973) KT0508 KT0508 *CURRENT SURVEY CONTROL KT0508 ___________________________________________________________________ KT0508* NAD 83(1986)- 39 24 26. (N) 122 14 53. (W) SCALED KT0508* NAVD 88 - 37.91 (+/-2cm) 124.4 (feet) VERTCON KT0508 ___________________________________________________________________ KT0508 GEOID HEIGHT- -29.32 (meters) GEOID03 KT0508 KT0508 VERT ORDER - FIRST CLASS II (See Below) KT0508 KT0508.The horizontal coordinates were scaled from a topographic map and have KT0508.an estimated accuracy of +/- 6 seconds. KT0508 KT0508.The NAVD 88 height was computed by applying the VERTCON shift value to KT0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0508.The vertical order pertains to the NGVD 29 superseded value. KT0508 KT0508.The geoid height was determined by GEOID03. KT0508 KT0508; North East Units Estimated Accuracy KT0508;SPC CA 2 - 693,240. 1,978,640. MT (+/- 180 meters Scaled) KT0508 KT0508 SUPERSEDED SURVEY CONTROL KT0508 KT0508 NGVD 29 (??/??/92) 37.161 (m) 121.92 (f) ADJ UNCH 1 2 KT0508 KT0508.Superseded values are not recommended for survey control. KT0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0508.See file dsdata.txt to determine how the superseded data were derived. KT0508 KT0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ647622(NAD 83) KT0508_MARKER: DB = BENCH MARK DISK KT0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0508_STAMPING: Z 850 1949 KT0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0508+STABILITY: SURFACE MOTION KT0508 KT0508 HISTORY - Date Condition Report By KT0508 HISTORY - 1949 MONUMENTED CGS KT0508 KT0508 STATION DESCRIPTION KT0508 KT0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0508'10.3 MI S FROM WILLOWS. KT0508'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT KT0508'WILLOWS, THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE KT0508'7.6 MILES SOUTH ALONG COUNTY ROAD D, AT A T ROAD INTERSECTION, KT0508'ABOUT 300 FEET EAST OF A RANCH HOUSE, 55 FEET EAST OF A POWER KT0508'TRANSMITTER BOX, 42 FEET NORTHEAST OF THE INTERSECTION OF THE KT0508'CENTER LINES OF THE ROADS, 9 FEET NORTHEAST OF A POWER POLE, KT0508'4.6 FEET NORTH OF A FENCE CORNER, AND SET IN THE TOP OF A KT0508'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KT0143 *********************************************************************** KT0143 DESIGNATION - Z 851 KT0143 PID - KT0143 KT0143 STATE/COUNTY- CA/GLENN KT0143 USGS QUAD - WILLOWS (1969) KT0143 KT0143 *CURRENT SURVEY CONTROL KT0143 ___________________________________________________________________ KT0143* NAD 83(1986)- 39 34 54. (N) 122 14 54. (W) SCALED KT0143* NAVD 88 - 49.97 (+/-2cm) 163.9 (feet) VERTCON KT0143 ___________________________________________________________________ KT0143 GEOID HEIGHT- -28.94 (meters) GEOID03 KT0143 KT0143 VERT ORDER - FIRST CLASS II (See Below) KT0143 KT0143.The horizontal coordinates were scaled from a topographic map and have KT0143.an estimated accuracy of +/- 6 seconds. KT0143 KT0143.The NAVD 88 height was computed by applying the VERTCON shift value to KT0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0143.The vertical order pertains to the NGVD 29 superseded value. KT0143 KT0143.The geoid height was determined by GEOID03. KT0143 KT0143; North East Units Estimated Accuracy KT0143;SPC CA 2 - 712,610. 1,978,670. MT (+/- 180 meters Scaled) KT0143 KT0143 SUPERSEDED SURVEY CONTROL KT0143 KT0143 NGVD 29 (??/??/92) 49.218 (m) 161.48 (f) ADJ UNCH 1 2 KT0143 KT0143.Superseded values are not recommended for survey control. KT0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0143.See file dsdata.txt to determine how the superseded data were derived. KT0143 KT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ645815(NAD 83) KT0143_MARKER: DB = BENCH MARK DISK KT0143_SETTING: 36 = BRIDGE KT0143_STAMPING: Z 851 1949 KT0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0143 KT0143 HISTORY - Date Condition Report By KT0143 HISTORY - 1949 MONUMENTED CGS KT0143 KT0143 STATION DESCRIPTION KT0143 KT0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KT0143'6.7 MI NW FROM WILLOWS. KT0143'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COURTHOUSE AT WILLOWS, KT0143'THENCE 2.4 MILES WEST ALONG COUNTY ROAD NO. 50, THENCE 4 MILES KT0143'NORTH ALONG COUNTY ROAD D, AT A SMALL HIGHWAY BRIDGE AT A T KT0143'INTERSECTION, 98 FEET SOUTHEAST OF A POWER POLE, 72.5 FEET EAST OF KT0143'THE EAST END OF AN EAST-WEST FENCE LINE, 49 FEET NORTHEAST OF THE KT0143'INTERSECTION OF THE CENTER LINES OF THE ROADS, 30 FEET SOUTHWEST KT0143'OF A FENCE CORNER, AND SET IN THE NORTHEAST END OF THE NORTHEAST KT0143'CONCRETE WINGWALL OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS0977 *********************************************************************** KS0977 DESIGNATION - Z 852 KS0977 PID - KS0977 KS0977 STATE/COUNTY- CA/GLENN KS0977 USGS QUAD - BUTTE CITY (1973) KS0977 KS0977 *CURRENT SURVEY CONTROL KS0977 ___________________________________________________________________ KS0977* NAD 83(1986)- 39 27 26. (N) 121 59 37. (W) SCALED KS0977* NAVD 88 - 33.12 (+/-2cm) 108.7 (feet) VERTCON KS0977 ___________________________________________________________________ KS0977 GEOID HEIGHT- -28.56 (meters) GEOID03 KS0977 KS0977 VERT ORDER - FIRST CLASS II (See Below) KS0977 KS0977.The horizontal coordinates were scaled from a topographic map and have KS0977.an estimated accuracy of +/- 6 seconds. KS0977 KS0977.The NAVD 88 height was computed by applying the VERTCON shift value to KS0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS0977.The vertical order pertains to the NGVD 29 superseded value. KS0977 KS0977.The geoid height was determined by GEOID03. KS0977 KS0977; North East Units Estimated Accuracy KS0977;SPC CA 2 - 698,760. 2,000,550. MT (+/- 180 meters Scaled) KS0977 KS0977 SUPERSEDED SURVEY CONTROL KS0977 KS0977 NGVD 29 (??/??/??) 32.392 (m) 106.27 (f) ADJUSTED 1 2 KS0977 KS0977.Superseded values are not recommended for survey control. KS0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0977.See file dsdata.txt to determine how the superseded data were derived. KS0977 KS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ865680(NAD 83) KS0977_MARKER: DB = BENCH MARK DISK KS0977_SETTING: 36 = BRIDGE KS0977_STAMPING: Z 852 1949 KS0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0977 KS0977 HISTORY - Date Condition Report By KS0977 HISTORY - 1949 MONUMENTED CGS KS0977 HISTORY - 19870425 GOOD USPSQD KS0977 KS0977 STATION DESCRIPTION KS0977 KS0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS0977'0.5 MI S FROM BUTTE CITY. KS0977'0.5 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT KS0977'BUTTE CITY, AT HIGHWAY BRIDGE 11-17 OVER THE SACRAMENTO RIVER, IN KS0977'THE TOP OF THE EAST END OF THE SOUTH FOOT WALK, 1.5 FEET SOUTH KS0977'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THEN KS0977'THE HIGHWAY. KS0977 KS0977 STATION RECOVERY (1987) KS0977 KS0977'RECOVERY NOTE BY US POWER SQUADRON 1987 (WL) KS0977'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:01:11 ----------------------------------------------------------------------------- - This listing contains control for which complete digital - - data sheets where not provided. The complete data sheets were - - not provided for the reason listed below. The reason below is - - associated with a horizontal control Nonpub code shown under - - the heading 'H' and/or a vertical control Nonpub code shown under - - the heading 'v' - - - - The format of the records are as follows: - - Pid = Station Permanent Identifier) - - Name = Station Designation - - Lat = Approx. Latitude (Degrees, Minutes, truncated Seconds) - - Lon = Approx. Longitude (Degrees, Minutes, truncated Seconds) - - O = Horizontal Order - - o = Vertical Order - - H = Horizontal Nonpub Code - - v = Vertical Nonpub Code - - - - H Nonpub HORIZONTAL CONTROL NONPUB REASON - - -------- -------------------------------- - - X Surface Mark Reported Destroyed - - Y Surface and underground mark reported destroyed - - A A-Order Horizontal mark not tied to an adjusted HARN - - C C-Nonoperational CORS Station - - W Weakly determined position. - - P Purpose of position is not for network control - - D No Descriptive Text available - - R Restricted position - - O Outside NGS Publication Area - - N No geodetic control at this mark - - - - v Nonpub VERTICAL CONTROL NONPUB REASON - - -------- ------------------------------ - - X Surface Mark Reported Destroyed - - Y Surface and underground mark reported destroyed - - F Bench Mark not yet adjusted. - - D No Descriptive Text available - - Z Presumed destroyed - - R Restricted elevation - - O Outside NGS Publication Area - - N No geodetic control at this mark - - - - - - NOTE - Stations found in this listing may still have a valid - - datasheet produced by use of other publishable values. - - For example, an ADJUSTED height may be non-publishable - - but a good GPS height might be found on the datasheet. - - This listing does not imply that values found on the datasheet - - are restricted. If it's on the datasheet, use it. - - - ----------------------------------------------------------------------------- Pid Name Lat Lon Elev O o Hv ------ ------------------------------ ---------- ----------- -------- - - -- >KT1736 138 USGS 39 31 15. /122 12 00. D >KS1313 2H 17 39 47 30. /121 57 59. D >KS1312 2K 17 39 45 42. /121 55 25. D >KT1669 409 USGS 39 47 58. /122 21 37. D >KS1301 80 B USGS 39 27 50. /121 55 48. D >KT0811 873 USGS 39 42 51. /122 32 59. X >KS1288 92.4 39 24 01. /121 42 29. D >KS1289 96.3 39 25 15. /121 42 56. D >KS1290 97.7 39 26 45. /121 43 30. D >KT0812 A 216 39 43 37. /122 32 59. X >KS0994 A 227 39 27 51. /121 50 42. X >KS0982 A 853 39 27 51. /121 56 56. X >KT0135 B 226 39 35 52. /122 29 02. X >KT1741 B 226 RESET 39 35 51. /122 29 02. D >KS1232 B 227 39 27 50. /121 49 19. D >KS1287 C 18 USGS 39 23 23. /121 42 14. D >KT0806 C 216 39 40 42. /122 31 43. X >KT1676 C 266 39 35 20. /122 27 05. D >KS0988 C 853 39 27 51. /121 52 18. X >KT0336 D 200 39 22 32. /122 11 29. X >KS1000 D 227 39 27 53. /121 44 48. X >KT0039 D 381 39 36 42. /122 13 00. X >KS1098 D 743 39 45 09. /121 50 48. X >KS1256 E 18 USGS 39 20 45. /121 41 16. D >KT1726 E 200 39 20 56. /122 11 30. D >KS1099 E 743 39 45 13. /121 50 36. X >KS1102 F 743 39 46 36. /121 50 37. X >KT0847 G 216 39 35 30. /122 32 27. X >KT0179 GLENN RM 1 39 31 19. /122 00 52. X >KS1238 I17 SPCO 39 46 28. /121 57 02. X >KS1239 J 17 USGS 39 46 24. /121 56 57. D >KT1677 J 226 39 31 51. /122 17 15. D >KT1678 K 226 39 32 54. /122 14 57. D >KS1240 L 17 USGS 39 45 52. /121 54 37. D >KT0157 L 226 39 31 54. /122 12 44. X >KT1673 M 199 39 48 58. /122 10 10. D >KT0511 M 851 39 27 03. /122 14 55. X >KT0192 ORLAND SOUTH BASE AZ 39 46 21. /122 11 24. X >KT0190 ORLAND SOUTH BASE RM 1 39 46 06. /122 11 32. X >KT1674 P 199