1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1791 *********************************************************************** KS1791 DESIGNATION - CENTRAL KS1791 PID - KS1791 KS1791 STATE/COUNTY- CA/BUTTE KS1791 USGS QUAD - HONCUT (1973) KS1791 KS1791 *CURRENT SURVEY CONTROL KS1791 ___________________________________________________________________ KS1791* NAD 83(1992)- 39 21 02.13530(N) 121 34 10.13478(W) ADJUSTED KS1791* NAVD 88 - 32.93 (+/-2cm) 108.0 (feet) VERTCON KS1791 ___________________________________________________________________ KS1791 EPOCH DATE - 1991.35 KS1791 LAPLACE CORR- 6.85 (seconds) DEFLEC99 KS1791 GEOID HEIGHT- -28.30 (meters) GEOID03 KS1791 KS1791 HORZ ORDER - SECOND KS1791 VERT ORDER - THIRD ? (See Below) KS1791 KS1791.The horizontal coordinates were established by classical geodetic methods KS1791.and adjusted by the National Geodetic Survey in March 1994. KS1791.The horizontal coordinates are valid at the epoch date displayed above. KS1791.The epoch date for horizontal control is a decimal equivalence KS1791.of Year/Month/Day. KS1791 KS1791.The NAVD 88 height was computed by applying the VERTCON shift value to KS1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1791.The vertical order pertains to the NGVD 29 superseded value. KS1791 KS1791.The Laplace correction was computed from DEFLEC99 derived deflections. KS1791 KS1791.The geoid height was determined by GEOID03. KS1791 KS1791; North East Units Scale Factor Converg. KS1791;SPC CA 2 - 687,014.153 2,037,106.583 MT 0.99992541 +0 16 17.1 KS1791;SPC CA 2 - 2,253,978.93 6,683,407.18 sFT 0.99992541 +0 16 17.1 KS1791;UTM 10 - 4,356,659.220 623,259.985 MT 0.99978706 +0 54 25.8 KS1791 KS1791! - Elev Factor x Scale Factor = Combined Factor KS1791!SPC CA 2 - 0.99999927 x 0.99992541 = 0.99992468 KS1791!UTM 10 - 0.99999927 x 0.99978706 = 0.99978633 KS1791 KS1791: Primary Azimuth Mark Grid Az KS1791:SPC CA 2 - CENTRAL AZ MK 268 33 34.3 KS1791:UTM 10 - CENTRAL AZ MK 267 55 25.6 KS1791 KS1791|---------------------------------------------------------------------| KS1791| PID Reference Object Distance Geod. Az | KS1791| dddmmss.s | KS1791| DB6992 CENTRAL RM 1 15.303 METERS 17832 | KS1791| DB6993 CENTRAL RM 2 14.290 METERS 26647 | KS1791| DB6991 CENTRAL AZ MK 2684951.4 | KS1791|---------------------------------------------------------------------| KS1791 KS1791 SUPERSEDED SURVEY CONTROL KS1791 KS1791 NAD 83(1986)- 39 21 02.12064(N) 121 34 10.13003(W) AD(1984.00) 2 KS1791 NAD 27 - 39 21 02.51986(N) 121 34 06.24150(W) AD( ) 2 KS1791 NGVD 29 (07/19/86) 32.24 (m) 105.8 (f) LEVELING 3 KS1791 KS1791.Superseded values are not recommended for survey control. KS1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1791.See file dsdata.txt to determine how the superseded data were derived. KS1791 KS1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2326056659(NAD 83) KS1791_MARKER: DD = SURVEY DISK KS1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT KS1791 KS1791 HISTORY - Date Condition Report By KS1791 HISTORY - 1972 MONUMENTED CADT KS1791 HISTORY - 20040727 POOR WOOROD KS1791 HISTORY - 20050630 POOR CADWR KS1791 KS1791 STATION DESCRIPTION KS1791 KS1791'DESCRIBED BY CALTRANS 1972 (DRG) KS1791'THE STATION IS LOCATED IN A FIELD ON THE NORTH SIDE OF CENTRAL KS1791'HOUSE ROAD ABOUT 1.7 MILES EAST OF STATE HIGHWAY ROUTE 70, ABOUT KS1791'2.5 MILES NORTHWEST OF HONCUT, 6.0 MILES SOUTHWEST OF PALERMO KS1791'AND 6.5 MILES EAST OF GRIDLEY. KS1791' KS1791'TO REACH STATION FROM THE INTERSECTION OF PALERMO ROAD AND LINCOLN KS1791'BLVD. IN THE TOWN OF PALERMO, GO WEST ON PALERMO ROAD 1.4 MILES KS1791'TO THE INTERSECTION OF LONE TREE ROAD. TURN LEFT ON LONE TREE ROAD KS1791'AND GO SOUTH 5.95 MILES TO THE END OF LONE TREE ROAD, TURN LEFT ON KS1791'CENTRAL HOUSE ROAD AND GO EASTERLY 0.35 MILE TO STATION ON LEFT. KS1791' KS1791'TO REACH AZIMUTH MARK FROM THE STATION GO WESTERLY ON CENTRAL KS1791'HOUSE ROAD 0.35 MILE TO THE INTERSECTION OF LONE TREE ROAD, TURN KS1791'RIGHT ON LONE TREE ROAD AND GO NORTH ABOUT 150 FEET TO AZIMUTH MARK KS1791'ON RIGHT. KS1791' KS1791'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED CENTRAL KS1791'1972 SET IN THE TOP OF A 14 INCH DIAMETER CONCRETE CYLINDER KS1791'PROJECTING 3 INCHES ABOVE GROUND SURFACE. IT IS 27.0 FEET NORTH KS1791'OF CENTER LINE OF CENTRAL HOUSE ROAD, 4.0 FEET NORTH OF BARBED KS1791'WIRE FENCE, 89.5 FEET EAST OF POWER POLE AND 4.0 FEET NORTH OF KS1791'METAL WITNESS POST. KS1791' KS1791'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE DISK, WAS SET IN 6 KS1791'INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. KS1791' KS1791'REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1791'CENTRAL R M NO. 1 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1791'CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GROUND SURFACE AND AT KS1791'THE SAME ELEVATION AS STATION. IT IS 24.0 FEET SOUTH OF CENTER KS1791'LINE OF CENTRAL HOUSE ROAD IN BARBED WIRE FENCE LINE. KS1791' KS1791'REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1791'CENTRAL R M NO. 2 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1791'CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GROUND SURFACE AND KS1791'0.2 FOOT HIGHER THAN STATION. IT IS 26.0 FEET NORTH OF CENTER KS1791'LINE OF CENTRAL HOUSE ROAD, 3.0 FEET NORTH OF BARBED WIRE FENCE KS1791'AND 42.5 FEET EAST OF POWER POLE. KS1791' KS1791'AZIMUTH MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED CENTRAL KS1791'AZIMUTH MARK 1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE KS1791'CYLINDER PROJECTING 3 INCHES ABOVE GROUND SURFACE. IT IS 4.0 KS1791'FEET SOUTH OF FENCE, 12.0 FEET WEST OF POWER POLE, 54.5 FEET EAST KS1791'OF CENTER LINE OF LONE TREE ROAD AND 3.6 FEET SOUTH OF METAL KS1791'WITNESS POST. KS1791' KS1791'HEIGHT OF LIGHT ABOVE STATION MARK 1.13 METERS. KS1791 KS1791 STATION RECOVERY (2004) KS1791 KS1791'RECOVERY NOTE BY WOOD RODGERS INC 2004 (MJS) KS1791'APPEARS DISTURBED KS1791'DID NOT FIT LOCAL CORS STAIONS KS1791 KS1791 STATION RECOVERY (2005) KS1791 KS1791'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (RLJ) KS1791'TILTING W'LY 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 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 = SET IN A MASSIVE STRUCTURE KS1151_SP_SET: 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 HISTORY - 20050629 MARK NOT FOUND CADWR 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. KS1151 KS1151 STATION RECOVERY (2005) KS1151 KS1151'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1151'RAILROAD ON WHICH POINT WAS SET NO LONGER EXISTS 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 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 = SET IN A MASSIVE STRUCTURE KS1152_SP_SET: 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 HISTORY - 20050629 MARK NOT FOUND CADWR 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. KS1152 KS1152 STATION RECOVERY (2005) KS1152 KS1152'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1152'RAILROAD ON WHICH POINT WAS SET NO LONGER EXISTS 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 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_SP_SET: SQUARE 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 HISTORY - 20050705 MARK NOT FOUND CADWR 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. KS0900 KS0900 STATION RECOVERY (2005) KS0900 KS0900'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (RLJ) KS0900'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 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_SP_SET: METAL ROD DRIVEN INTO GROUND 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 - June 29, 2005 KS1941 KS1941 HISTORY - Date Condition Report By KS1941 HISTORY - 1988 MONUMENTED NGS KS1941 HISTORY - 20040324 GOOD CADT KS1941 HISTORY - 20050629 GOOD CADWR KS1941 HISTORY - 20050629 GOOD CADWR 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. KS1941 KS1941 STATION RECOVERY (2005) KS1941 KS1941'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1941'RECOVERED IN GOOD CONDITION. KS1941 KS1941 STATION RECOVERY (2005) KS1941 KS1941'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (DW) KS1941'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 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 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE KS1943_SP_SET: 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 - June 29, 2005 KS1943 KS1943 HISTORY - Date Condition Report By KS1943 HISTORY - 1988 MONUMENTED NGS KS1943 HISTORY - 20040322 GOOD CADT KS1943 HISTORY - 20050629 GOOD CADWR KS1943 HISTORY - 20050629 GOOD CADWR 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. KS1943 KS1943 STATION RECOVERY (2005) KS1943 KS1943'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1943'RECOVERED IN GOOD CONDITION. KS1943 KS1943 STATION RECOVERY (2005) KS1943 KS1943'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (DW) KS1943'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1832 *********************************************************************** KS1832 FBN - This is a Federal Base Network Control Station. KS1832 DESIGNATION - LOMO KS1832 PID - KS1832 KS1832 STATE/COUNTY- CA/BUTTE KS1832 USGS QUAD - SUTTER (1973) KS1832 KS1832 *CURRENT SURVEY CONTROL KS1832 ___________________________________________________________________ KS1832* NAD 83(1998)- 39 13 16.44843(N) 121 38 30.19900(W) ADJUSTED KS1832* NAVD 88 - 20.759 (meters) 68.11 (feet) ADJUSTED KS1832 ___________________________________________________________________ KS1832 EPOCH DATE - 1998.50 KS1832 X - -2,595,659.833 (meters) COMP KS1832 Y - -4,212,308.826 (meters) COMP KS1832 Z - 4,011,369.439 (meters) COMP KS1832 LAPLACE CORR- 1.17 (seconds) DEFLEC99 KS1832 ELLIP HEIGHT- -8.25 (meters) (04/06/00) GPS OBS KS1832 GEOID HEIGHT- -28.95 (meters) GEOID03 KS1832 DYNAMIC HT - 20.747 (meters) 68.07 (feet) COMP KS1832 MODELED GRAV- 980,042.2 (mgal) NAVD 88 KS1832 KS1832 HORZ ORDER - A KS1832 VERT ORDER - FIRST CLASS II KS1832 ELLP ORDER - THIRD CLASS I KS1832 KS1832.ITRF positions are available for this station. KS1832.The horizontal coordinates were established by GPS observations KS1832.and adjusted by the National Geodetic Survey in April 2000. KS1832.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS1832.DATUM ITEM on the data sheet items page. KS1832.The horizontal coordinates are valid at the epoch date displayed above. KS1832.The epoch date for horizontal control is a decimal equivalence KS1832.of Year/Month/Day. KS1832 KS1832.The orthometric height was determined by differential leveling KS1832.and adjusted by the National Geodetic Survey in June 1991. KS1832 KS1832.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1832 KS1832.The Laplace correction was computed from DEFLEC99 derived deflections. KS1832 KS1832.The ellipsoidal height was determined by GPS observations KS1832.and is referenced to NAD 83. KS1832 KS1832.The geoid height was determined by GEOID03. KS1832 KS1832.The dynamic height is computed by dividing the NAVD 88 KS1832.geopotential number by the normal gravity value computed on the KS1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1832.degrees latitude (g = 980.6199 gals.). KS1832 KS1832.The modeled gravity was interpolated from observed gravity values. KS1832 KS1832; North East Units Scale Factor Converg. KS1832;SPC CA 2 - 672,626.989 2,030,936.824 MT 0.99991750 +0 13 33.2 KS1832;SPC CA 2 - 2,206,777.05 6,663,165.23 sFT 0.99991750 +0 13 33.2 KS1832;UTM 10 - 4,342,206.694 617,250.754 MT 0.99976927 +0 51 32.3 KS1832 KS1832! - Elev Factor x Scale Factor = Combined Factor KS1832!SPC CA 2 - 1.00000129 x 0.99991750 = 0.99991879 KS1832!UTM 10 - 1.00000129 x 0.99976927 = 0.99977056 KS1832 KS1832: Primary Azimuth Mark Grid Az KS1832:SPC CA 2 - LOMO AZ MK 340 54 12.1 KS1832:UTM 10 - LOMO AZ MK 340 16 13.0 KS1832 KS1832|---------------------------------------------------------------------| KS1832| PID Reference Object Distance Geod. Az | KS1832| dddmmss.s | KS1832| DB8127 LOMO RM 1 35.869 METERS 10220 | KS1832| KS1810 YUBA CITY MUNICIPAL TANK APPROX. 9.7 KM 1664020.0 | KS1832| KS1802 YUBA CITY DEL MONTE WATER TANK APPROX.10.3 KM 1670522.7 | KS1832| DB8128 LOMO RM 2 37.820 METERS 33325 | KS1832| DB8126 LOMO AZ MK 3410745.3 | KS1832|---------------------------------------------------------------------| KS1832 KS1832 SUPERSEDED SURVEY CONTROL KS1832 KS1832 ELLIP H (04/05/94) -8.17 (m) GP( ) 4 2 KS1832 NAD 83(1992)- 39 13 16.44608(N) 121 38 30.19704(W) AD(1991.35) 1 KS1832 NAD 83(1986)- 39 13 16.43257(N) 121 38 30.19040(W) AD(1984.00) 1 KS1832 NAD 27 - 39 13 16.82400(N) 121 38 26.30200(W) AD( ) 1 KS1832 NAVD 88 (04/05/94) 20.76 (m) 68.1 (f) LEVELING 3 KS1832 NGVD 29 (04/05/94) 19.93 (m) 65.4 (f) LEVELING 3 KS1832 KS1832.Superseded values are not recommended for survey control. KS1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1832.See file dsdata.txt to determine how the superseded data were derived. KS1832 KS1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1725142207(NAD 83) KS1832_MARKER: DS = TRIANGULATION STATION DISK KS1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1832_SP_SET: CONCRETE POST KS1832_STAMPING: LOMO 1939 KS1832_MARK LOGO: CGS KS1832_PROJECTION: FLUSH KS1832_MAGNETIC: N = NO MAGNETIC MATERIAL KS1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1832+STABILITY: SURFACE MOTION KS1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1832+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 KS1832 KS1832 HISTORY - Date Condition Report By KS1832 HISTORY - 1939 MONUMENTED CGS KS1832 HISTORY - 1939 GOOD CGS KS1832 HISTORY - 1972 GOOD NGS KS1832 HISTORY - 1972 GOOD NGS KS1832 HISTORY - 1975 GOOD CADT KS1832 HISTORY - 19880808 GOOD NGS KS1832 HISTORY - 19920505 GOOD NGS KS1832 HISTORY - 19920510 GOOD NGS KS1832 HISTORY - 19920513 GOOD NGS KS1832 HISTORY - 19980506 GOOD NGS KS1832 HISTORY - 20000605 GOOD NGS KS1832 HISTORY - 20050419 GOOD CADWR KS1832 KS1832 STATION DESCRIPTION KS1832 KS1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1832'STATION IS LOCATED ON PROPERTY OF THE SOUTHERN PACIFIC RAILROAD, KS1832'7 MILES BY ROAD FROM YUBA CITY, ON THE WEST SIDE OF U.S. HIGHWAY KS1832'99E, OPPOSITE THE LOMO SERVICE STATION AND SUNLAND GROCERY KS1832'STORE. KS1832' KS1832'TO REACH FROM JUNCTION OF HIGHWAYS 20 AND 99E (NORTH YUBA CITY KS1832'LIMITS SIGN), FOLLOW HIGHWAY 99E NORTH 6.9 MILES TO THE LOMO KS1832'SERVICE STATION AND SUNLAND GROCERY STORE AND STATION ON THE KS1832'WEST SIDE OF HIGHWAY. KS1832' KS1832'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK OF KS1832'CONCRETE FLUSH WITH THE GROUND, 61 FEET EAST OF THE EAST MAIN KS1832'RAIL OF THE SOUTHERN PACIFIC TRACKS, ABOUT 60 FEET NORTH OF KS1832'LOADING PLATFORM, HALFWAY BETWEEN RAILROAD AND HIGHWAY, MARK KS1832'STAMPED LOMO 1939. UNDERGROUND MARK IS A STANDARD BRONZE DISK KS1832'SET AS DESCRIBED IN NOTE 7A. KS1832' KS1832'REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OF KS1832'CONCRETE FLUSH WITH THE GROUND. NO. 1 IS EAST BY SOUTH OF KS1832'STATION, ON THE EAST SIDE OF HIGHWAY 99E, ABOUT 1 FOOT SOUTH KS1832'OF COCA COLA SIGN, MARK STAMPED LOMO NO. 1 1939. NO. 2 IS KS1832'NORTH-NORTHWEST OF STATION, 39 FEET EAST OF THE EAST MAIN RAIL, KS1832'1 FOOT SOUTH OF TELEPHONE POLE, MARK STAMPED LOMO NO. 2 1939. KS1832' KS1832'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE, KS1832'0.4 MILE NORTH-NORTHWEST OF STATION, 30 FEET WEST OF CENTER KS1832'OF RAILROAD TRACKS, 105 FEET WEST OF HIGHWAY 99E, 25 FEET NORTH KS1832'OF TRACK ROAD CROSSING RAILROAD. MARK STAMPED LOMO 1939. KS1832' KS1832'A 90-FOOT STEEL TOWER ERECTED OVER STATION MARK TO SEE ALL KS1832'LINES. KS1832 KS1832 STATION RECOVERY (1939) KS1832 KS1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1972) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DRG) KS1832'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. KS1832'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. KS1832' KS1832'TO REACH STATION FROM THE INTERSECTION OF LIVE OAK BOULEVARD KS1832'AND PENNINGTON ROAD, IN THE TOWN OF LIVE OAK, GO SOUTH ON LIVE KS1832'OAK BOULEVARD 4.0 MILES TO THE AREA KNOWN AS LOMO CROSSING AND KS1832'STATION ON RIGHT. KS1832' KS1832'HEIGHT OF LIGHT ABOVE STATION MARK 5.41 FEET. KS1832' KS1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH KS1832'SOUTHEAST OF LIVE OAK KS1832 KS1832 STATION RECOVERY (1972) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CTG) KS1832'THE STATION AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD KS1832'CONDITION. REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE NOT KS1832'SEARCHED FOR. KS1832' KS1832'THE TO REACH DESCRIPTION BY D.R. GOODMAN IN 1972 IS ADEQUATE. KS1832' KS1832'THIS STATION WAS NOT OCCUPIED AND NO CHECK MEASUREMENTS WERE KS1832'MADE ON THE REFERENCE MARKS. KS1832' KS1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES SSE KS1832'OF LIVE OAK KS1832 KS1832 STATION RECOVERY (1975) KS1832 KS1832'RECOVERY NOTE BY CALTRANS 1975 (DRG) KS1832'THE STATION, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE AZ MK KS1832'WAS SEARCHED FOR BUT NOT FOUND. THE 1972---TO REACH---IS ADEQUATE. KS1832'THE STATION WAS NOT OCCUPIED BY THE OBSERVING PARTY. KS1832 KS1832 STATION RECOVERY (1988) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1832'6.0 KM (3.75 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1832'THE JUNCTION OF ELM STREET IN LIVE OAK, 18.8 M (61.7 FT) EAST OF THE KS1832'NEAR RAIL, 17.5 M (57.4 FT) NORTH OF THE EXTENDED CENTER OF KENT ROAD, KS1832'14.6 M (47.9 FT) WEST OF THE CENTER OF STATE HIGHWAY 99, 0.9 M KS1832'(3.0 FT) EAST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A KS1832'CONCRETE MONUMENT THAT IS RECESSED 0.11 M (0.4 FT) BELOW THE GROUND KS1832'SURFACE. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1998) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KS1832'RECOVERED AS DESCRIBED. KS1832 KS1832 STATION RECOVERY (2000) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) KS1832'9.2 KM (5.70 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF KS1832'STATE HIGHWAY 20 IN YUBA CITY, 18.8 M (61.7 FT) EAST OF THE NEAR RAIL KS1832'OF THE UNION PACIFIC RAILROAD, 18.0 M (59.1 FT) NORTH OF THE EXTENDED KS1832'CENTERLINE OF KENT ROAD, 16.4 M (53.8 FT) WEST OF THE HIGHWAY KS1832'CENTERLINE, 0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.9 M (3.0 FT) KS1832'NORTH OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE KS1832'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE KS1832'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY. THIS IS A FEDERAL BASE KS1832'NETWORK CONTROL STATION. KS1832 KS1832 STATION RECOVERY (2005) KS1832 KS1832'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (RLJ) KS1832'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1788 *********************************************************************** KS1788 DESIGNATION - LONE TREE KS1788 PID - KS1788 KS1788 STATE/COUNTY- CA/BUTTE KS1788 USGS QUAD - PALERMO (1970) KS1788 KS1788 *CURRENT SURVEY CONTROL KS1788 ___________________________________________________________________ KS1788* NAD 83(1992)- 39 22 32.95578(N) 121 34 34.96077(W) ADJUSTED KS1788* NAVD 88 - 40.3 (meters) 132. (feet) VERTCON KS1788 ___________________________________________________________________ KS1788 EPOCH DATE - 1991.35 KS1788 LAPLACE CORR- 6.47 (seconds) DEFLEC99 KS1788 GEOID HEIGHT- -28.23 (meters) GEOID03 KS1788 KS1788 HORZ ORDER - SECOND KS1788 KS1788.The horizontal coordinates were established by classical geodetic methods KS1788.and adjusted by the National Geodetic Survey in March 1994. KS1788.The horizontal coordinates are valid at the epoch date displayed above. KS1788.The epoch date for horizontal control is a decimal equivalence KS1788.of Year/Month/Day. KS1788 KS1788.The NAVD 88 height was computed by applying the VERTCON shift value to KS1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1788 KS1788.The Laplace correction was computed from DEFLEC99 derived deflections. KS1788 KS1788.The geoid height was determined by GEOID03. KS1788 KS1788; North East Units Scale Factor Converg. KS1788;SPC CA 2 - 689,811.987 2,036,499.153 MT 0.99992755 +0 16 01.5 KS1788;SPC CA 2 - 2,263,158.16 6,681,414.30 sFT 0.99992755 +0 16 01.5 KS1788;UTM 10 - 4,359,449.748 622,621.628 MT 0.99978513 +0 54 11.8 KS1788 KS1788! - Elev Factor x Scale Factor = Combined Factor KS1788!SPC CA 2 - 0.99999811 x 0.99992755 = 0.99992566 KS1788!UTM 10 - 0.99999811 x 0.99978513 = 0.99978324 KS1788 KS1788: Primary Azimuth Mark Grid Az KS1788:SPC CA 2 - LONE TREE AZ MK 358 06 19.3 KS1788:UTM 10 - LONE TREE AZ MK 357 28 09.0 KS1788 KS1788|---------------------------------------------------------------------| KS1788| PID Reference Object Distance Geod. Az | KS1788| dddmmss.s | KS1788| DB8130 LONE TREE RM 1 19.545 METERS 00031 | KS1788| DB8131 LONE TREE RM 2 15.566 METERS 27005 | KS1788| DB8129 LONE TREE AZ MK 3582220.8 | KS1788|---------------------------------------------------------------------| KS1788 KS1788 SUPERSEDED SURVEY CONTROL KS1788 KS1788 NAD 83(1986)- 39 22 32.94111(N) 121 34 34.95646(W) AD(1984.00) 2 KS1788 NAD 27 - 39 22 33.34259(N) 121 34 31.06660(W) AD( ) 2 KS1788 NGVD 29 (07/19/86) 39.6 (m) 130. (f) VERT ANG KS1788 KS1788.Superseded values are not recommended for survey control. KS1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1788.See file dsdata.txt to determine how the superseded data were derived. KS1788 KS1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2262259450(NAD 83) KS1788_MARKER: DD = SURVEY DISK KS1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT KS1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1788+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 KS1788 KS1788 HISTORY - Date Condition Report By KS1788 HISTORY - 1972 MONUMENTED CADT KS1788 HISTORY - 20040417 GOOD CADWR KS1788 HISTORY - 20050629 GOOD CADWR KS1788 KS1788 STATION DESCRIPTION KS1788 KS1788'DESCRIBED BY CALTRANS 1972 (DRG) KS1788'THE STATION IS ABOUT 4.0 MILES NORTHWEST OF HONCUT, AND 6.5 MILES KS1788'EAST OF GRIDLEY, ALONG LONE TREE ROAD. KS1788' KS1788'TO REACH FROM THE INTERSECTION OF PALERMO ROAD AND LINCOLN KS1788'BLVD. IN THE TOWN OF PALERMO, GO WESTERLY ON PALERMO ROAD 1.35 KS1788'MILES TO THE INTERSECTION OF LONE TREE ROAD, TURN LEFT AND GO KS1788'SOUTH, ON LONE TREE ROAD 3.65 MILES TO THE INTERSECTION OF COX LANE KS1788'AND THE AZIMUTH MARK IN THE SOUTHWEST QUADRANT OF INTERSECTION, KS1788'CONTINUE SOUTH ON LONE TREE ROAD 0.5 MILES TO THE STATION KS1788'ON THE LEFT AS DESCRIBED. KS1788' KS1788'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED LONE TREE KS1788'1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE CYLINDER KS1788'PROJECTING 3 INCHES ABOVE GROUND SURFACE, IT IS 23.5 FEET EAST OF KS1788'CENTER LINE OF LONE TREE ROAD, 2.5 FEET WEST OF FENCE, 5.0 FEET KS1788'NORTH OF POWER POLE 3, 2.3 FEET WEST OF METAL WITNESS POST. KS1788' KS1788'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE DISK, WAS SET IN 6 KS1788'INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. KS1788' KS1788'REFERENCE MARK 1 IS DIVISION OF HIWHWAYS BRASS DISK STAMPED LONE KS1788'TREE RM NO. 1 1972 SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE KS1788'CYLINDER PROJECTING 6 INCHES ABOVE GROUND SURFACE AND 0.3 FOOT KS1788'HIGHER THAN STATION, 24.0 FEET EAST OF CENTER LINE OF LONE TREE KS1788'ROAD, 2.0 FEET WEST OF FENCE, 69.0 FEET NORTH OF POWER POLE 3. KS1788' KS1788'REFERENCE MARK 2, IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1788'LONE TREE RM NO. 2 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1788'CONCRETE CYLINDER PROJECTING 4 INCHES ABOVE GROUND SURFACE, AND KS1788'1.3 FEET LOWER THAN STATION, 26.5 FEET WEST OF CENTER LINE OF KS1788'LONE TREE ROAD, 2.5 FEET EAST OF FENCE, 8.0 FEET NORTH NORTHEAST KS1788'OF POWER POLE. KS1788' KS1788'AZIMUTH MARK, IS DIVISION OF HIGHWAYS BRASS DISK STAMPED LONE KS1788'TREE AZIMUTH MARK 1972 SET IN THE TOP OF A 12 INCH DIAMETER KS1788'CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GROUND SURFACE, IT IS KS1788'3.0 FEET EAST OF FENCE, 5.0 FEET SOUTH OF FENCE CORNER, 36.0 KS1788'FEET WEST OF CENTER LINE OF LONE TREE ROAD, 29.0 FEET SOUTH OF KS1788'CENTER LINE OF COX LANE, 81.0 FEET SOUTHWEST OF POWER POLE, 2.6 KS1788'FEET EAST OF METAL WITNESS POST. KS1788' KS1788'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS. KS1788 KS1788 STATION RECOVERY (2004) KS1788 KS1788'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (NRB) KS1788'RECIVERED AS DESCRIBED KS1788 KS1788 STATION RECOVERY (2005) KS1788 KS1788'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1055 *********************************************************************** KS1055 DESIGNATION - R 381 KS1055 PID - KS1055 KS1055 STATE/COUNTY- CA/BUTTE KS1055 USGS QUAD - PALERMO (1970) KS1055 KS1055 *CURRENT SURVEY CONTROL KS1055 ___________________________________________________________________ KS1055* NAD 83(1986)- 39 22 58. (N) 121 36 40. (W) SCALED KS1055* NAVD 88 - 33.492 (meters) 109.88 (feet) ADJUSTED KS1055 ___________________________________________________________________ KS1055 GEOID HEIGHT- -28.30 (meters) GEOID03 KS1055 DYNAMIC HT - 33.473 (meters) 109.82 (feet) COMP KS1055 MODELED GRAV- 980,062.3 (mgal) NAVD 88 KS1055 KS1055 VERT ORDER - FIRST CLASS II KS1055 KS1055.The horizontal coordinates were scaled from a topographic map and have KS1055.an estimated accuracy of +/- 6 seconds. KS1055 KS1055.The orthometric height was determined by differential leveling KS1055.and adjusted by the National Geodetic Survey in June 1991. KS1055 KS1055.The geoid height was determined by GEOID03. KS1055 KS1055.The dynamic height is computed by dividing the NAVD 88 KS1055.geopotential number by the normal gravity value computed on the KS1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1055.degrees latitude (g = 980.6199 gals.). KS1055 KS1055.The modeled gravity was interpolated from observed gravity values. KS1055 KS1055; North East Units Estimated Accuracy KS1055;SPC CA 2 - 690,570. 2,033,500. MT (+/- 180 meters Scaled) KS1055 KS1055 SUPERSEDED SURVEY CONTROL KS1055 KS1055 NGVD 29 (??/??/??) 32.801 (m) 107.61 (f) ADJUSTED 1 2 KS1055 KS1055.Superseded values are not recommended for survey control. KS1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1055.See file dsdata.txt to determine how the superseded data were derived. KS1055 KS1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ196601(NAD 83) KS1055_MARKER: DB = BENCH MARK DISK KS1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT KS1055_STAMPING: R 381 1949 KS1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1055+STABILITY: SURFACE MOTION KS1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1055+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 KS1055 KS1055 HISTORY - Date Condition Report By KS1055 HISTORY - 1949 MONUMENTED CGS KS1055 HISTORY - 20040323 GOOD CADT KS1055 HISTORY - 20040417 GOOD CADWR KS1055 HISTORY - 20050629 GOOD CADWR KS1055 KS1055 STATION DESCRIPTION KS1055 KS1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 KS1055'6.3 MI E FROM GRIDLEY. KS1055'4.9 MILES EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC KS1055'COMPANY RAILROAD STATION AT GRIDLEY, THENCE 1.4 MILES NORTH KS1055'ALONG STATE HIGHWAY 24, ABOUT 200 YARDS EAST OF THE SOUTHEAST KS1055'CORNER OF A FARMHOUSE, ABOUT 80 YARDS EAST OF THE CENTER OF THE KS1055'INTERSECTION OF COX LANE, 24 FEET NORTH OF THE CENTER LINE OF COX KS1055'LANE, 8.0 FEET WEST OF A POWER LINE POLE, 5 1/2 FEET EAST OF A KS1055'14-INCH FORKED OAK TREE, 1.7 FEET WEST OF A WITNESS POST, 1.3 KS1055'FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE KS1055'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KS1055 KS1055 STATION RECOVERY (2004) KS1055 KS1055'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1055'RECOVERED IN GOOD CONDITION. KS1055 KS1055 STATION RECOVERY (2004) KS1055 KS1055'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (NRB) KS1055'RECOVERED AS DESCRIBED, HWY 70 INSTEAD OF 24, AND OAK TREE IS NO KS1055'LONGER THERE KS1055 KS1055 STATION RECOVERY (2005) KS1055 KS1055'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1055'RECOVERED IN GOOD CONDITION.