DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.12 1 National Geodetic Survey, Retrieval Date = JANUARY 27, 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NAVD 88 height was computed by applying the VERTCON shift value to KT0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0126.The vertical order pertains to the NGVD 29 superseded value.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 MT (+/- 180 meters Scaled) KT0126 KT0126 SUPERSEDED SURVEY CONTROL KT0126 KT0126 NGVD 29 (??/??/92) 150.259 (m) 492.97 (f) ADJ UNCH 1 2 KT0126 KT0126.Superseded values are not recommended for survey control.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 KT0126.See file dsdata.txt to determine how the superseded data were derived.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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 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 27, 2005 AI1402 *********************************************************************** AI1402 HT_MOD - This is a Height Modernization Survey Station. AI1402 CORS - This is a GPS Continuously Operating Reference Station. AI1402 DESIGNATION - CHICO 1 CORS ARP AI1402 CORS_ID - CHO1 AI1402 PID - AI1402 AI1402 STATE/COUNTY- CA/BUTTE AI1402 USGS QUAD - BIGGS (1970) AI1402 AI1402 *CURRENT SURVEY CONTROL AI1402 ___________________________________________________________________ AI1402* NAD 83(CORS)- 39 25 57.48322(N) 121 39 53.81026(W) ADJUSTED AI1402* NAVD 88 - 45.19 (meters) 148.3 (feet) GPS OBS AI1402 ___________________________________________________________________ AI1402 EPOCH DATE - 2002.00 AI1402 X - -2,589,569.294 (meters) COMP AI1402 Y - -4,198,613.262 (meters) COMP AI1402 Z - 4,029,540.328 (meters) COMP AI1402 ELLIP HEIGHT- 16.96 (meters) (03/??/02) GPS OBS AI1402 GEOID HEIGHT- -28.19 (meters) GEOID03 AI1402 AI1402 HORZ ORDER - SPECIAL (CORS) AI1402 ELLP ORDER - SPECIAL (CORS) AI1402 AI1402.ITRF positions are available for this station. AI1402.The coordinates were established by GPS observations AI1402.and adjusted by the National Geodetic Survey in March 2002. AI1402.The coordinates are valid at the epoch date displayed above. AI1402.The epoch date for horizontal control is a decimal equivalence AI1402.of Year/Month/Day. AI1402 AI1402.The orthometric height was determined by GPS observations and a AI1402.high-resolution geoid model using precise GPS observation and AI1402.processing techniques. AI1402 AI1402.The PID for the CORS L1 Phase Center is AJ7965. AI1402 AI1402.The XYZ, and position/ellipsoidal ht. are equivalent. AI1402 AI1402.The ellipsoidal height was determined by GPS observations AI1402.and is referenced to NAD 83. AI1402 AI1402.The geoid height was determined by GEOID03. AI1402 AI1402; North East Units Scale Factor Converg. AI1402;SPC CA 2 - 696,087.232 2,028,844.833 MT 0.99993307 +0 12 40.5 AI1402;SPC CA 2 - 2,283,746.19 6,656,301.76 sFT 0.99993307 +0 12 40.5 AI1402 AI1402! - Elev Factor x Scale Factor = Combined Factor AI1402!SPC CA 2 - 0.99999734 x 0.99993307 = 0.99993041 AI1402 AI1402 SUPERSEDED SURVEY CONTROL AI1402 AI1402 NAD 83(CORS)- 39 25 57.48154(N) 121 39 53.80830(W) AD(1997.00) c AI1402 ELLIP H (08/??/99) 16.95 (m) GP(1997.00) c c AI1402 AI1402.Superseded values are not recommended for survey control. AI1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI1402.See file dsdata.txt to determine how the superseded data were derived. AI1402 AI1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1489965639(NAD 83) AI1402_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA AI1402 AI1402 STATION DESCRIPTION AI1402 AI1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 AI1402'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND AI1402'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE AI1402'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. AI1402' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG AI1402' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. 1 National Geodetic Survey, Retrieval Date = JANUARY 27, 2005 AI4496 *********************************************************************** AI4496 DESIGNATION - ORVB OROVILLE DAM CORS GRM AI4496 PID - AI4496 AI4496 STATE/COUNTY- CA/BUTTE AI4496 USGS QUAD - OROVILLE DAM (1970) AI4496 AI4496 *CURRENT SURVEY CONTROL AI4496 ___________________________________________________________________ AI4496* NAD 83(1998)- 39 33 16.64226(N) 121 30 00.99091(W) ADJUSTED AI4496* NAVD 88 - 367.8 (meters) 1207. (feet) GPS OBS AI4496 ___________________________________________________________________ AI4496 EPOCH DATE - 2000.35 AI4496 X - -2,573,121.150 (meters) COMP AI4496 Y - -4,198,906.810 (meters) COMP AI4496 Z - 4,040,198.077 (meters) COMP AI4496 LAPLACE CORR- 5.29 (seconds) DEFLEC99 AI4496 ELLIP HEIGHT- 340.53 (meters) (04/03/01) GPS OBS AI4496 GEOID HEIGHT- -27.28 (meters) GEOID03 AI4496 AI4496 HORZ ORDER - A AI4496 ELLP ORDER - FIRST CLASS I AI4496 AI4496.ITRF positions are available for this station. AI4496.The horizontal coordinates were established by GPS observations AI4496.and adjusted by the CALIF SPA REF CEN in April 2001. AI4496.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4496.DATUM ITEM on the data sheet items page. AI4496.The horizontal coordinates are valid at the epoch date displayed above. AI4496.The epoch date for horizontal control is a decimal equivalence AI4496.of Year/Month/Day. AI4496 AI4496.The orthometric height was determined by GPS observations and a AI4496.high-resolution geoid model. AI4496 AI4496.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4496 AI4496.The Laplace correction was computed from DEFLEC99 derived deflections. AI4496 AI4496.The ellipsoidal height was determined by GPS observations AI4496.and is referenced to NAD 83. AI4496 AI4496.The geoid height was determined by GEOID03. AI4496 AI4496; North East Units Scale Factor Converg. AI4496;SPC CA 2 - 709,695.106 2,042,946.931 MT 0.99994825 +0 18 54.2 AI4496;SPC CA 2 - 2,328,391.36 6,702,568.39 sFT 0.99994825 +0 18 54.2 AI4496;UTM 10 - 4,379,400.602 628,846.679 MT 0.99980440 +0 57 18.6 AI4496 AI4496! - Elev Factor x Scale Factor = Combined Factor AI4496!SPC CA 2 - 0.99994658 x 0.99994825 = 0.99989483 AI4496!UTM 10 - 0.99994658 x 0.99980440 = 0.99975099 AI4496 AI4496 SUPERSEDED SURVEY CONTROL AI4496 AI4496 NAD 83(1998)- 39 33 16.64130(N) 121 30 00.99072(W) AD(1998.50) A AI4496 ELLIP H (04/06/00) 340.54 (m) GP(1998.50) 3 1 AI4496 AI4496.Superseded values are not recommended for survey control. AI4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4496.See file dsdata.txt to determine how the superseded data were derived. AI4496 AI4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2884779401(NAD 83) AI4496_MARKER: Z = SEE DESCRIPTION AI4496_SETTING: 0 = UNSPECIFIED SETTING AI4496_MARK LOGO: NONE AI4496_MAGNETIC: N = NO MAGNETIC MATERIAL AI4496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4496+STABILITY: POSITION/ELEVATION WELL AI4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4496+SATELLITE: SATELLITE OBSERVATIONS - 1998 AI4496 AI4496 HISTORY - Date Condition Report By AI4496 HISTORY - 1998 MONUMENTED NGS AI4496 AI4496 STATION DESCRIPTION AI4496 AI4496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 AI4496'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4496'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4496'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4496'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI 1 National Geodetic Survey, Retrieval Date = JANUARY 27, 2005 AF9711 *********************************************************************** AF9711 CORS - This is a GPS Continuously Operating Reference Station. AF9711 DESIGNATION - SUTTER BUTTES CORS ARP AF9711 CORS_ID - SUTB AF9711 PID - AF9711 AF9711 STATE/COUNTY- CA/SUTTER AF9711 USGS QUAD - SUTTER BUTTES (1973) AF9711 AF9711 *CURRENT SURVEY CONTROL AF9711 ___________________________________________________________________ AF9711* NAD 83(CORS)- 39 12 20.99441(N) 121 49 14.10145(W) ADJUSTED AF9711* NAVD 88 - 645.9 (meters) 2119. (feet) GPS OBS AF9711 ___________________________________________________________________ AF9711 EPOCH DATE - 2002.00 AF9711 X - -2,609,622.399 (meters) COMP AF9711 Y - -4,205,515.792 (meters) COMP AF9711 Z - 4,010,439.733 (meters) COMP AF9711 ELLIP HEIGHT- 617.11 (meters) (03/??/02) GPS OBS AF9711 GEOID HEIGHT- -28.82 (meters) GEOID03 AF9711 AF9711 HORZ ORDER - SPECIAL (CORS) AF9711 ELLP ORDER - SPECIAL (CORS) AF9711 AF9711.ITRF positions are available for this station. AF9711.The coordinates were established by GPS observations AF9711.and adjusted by the National Geodetic Survey in March 2002. AF9711.The coordinates are valid at the epoch date displayed above. AF9711.The epoch date for horizontal control is a decimal equivalence AF9711.of Year/Month/Day. AF9711 AF9711.The orthometric height was determined by GPS observations and a AF9711.high-resolution geoid model. AF9711 AF9711.The PID for the CORS L1 Phase Center is AJ7942. AF9711 AF9711.The XYZ, and position/ellipsoidal ht. are equivalent. AF9711 AF9711.The ellipsoidal height was determined by GPS observations AF9711.and is referenced to NAD 83. AF9711 AF9711.The geoid height was determined by GEOID03. AF9711 AF9711; North East Units Scale Factor Converg. AF9711;SPC CA 2 - 670,871.310 2,015,495.757 MT 0.99991690 +0 06 47.2 AF9711;SPC CA 2 - 2,201,016.96 6,612,505.66 sFT 0.99991690 +0 06 47.2 AF9711 AF9711! - Elev Factor x Scale Factor = Combined Factor AF9711!SPC CA 2 - 0.99990319 x 0.99991690 = 0.99982010 AF9711 AF9711 SUPERSEDED SURVEY CONTROL AF9711 AF9711 NAD 83(CORS)- 39 12 20.99317(N) 121 49 14.09892(W) AD(1997.00) c AF9711 ELLIP H (07/??/98) 617.16 (m) GP(1997.00) c c AF9711 AF9711.Superseded values are not recommended for survey control. AF9711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF9711.See file dsdata.txt to determine how the superseded data were derived. AF9711 AF9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0183340281(NAD 83) AF9711_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA AF9711_MARK LOGO: BART AF9711_MAGNETIC: N = NO MAGNETIC MATERIAL AF9711 AF9711 STATION DESCRIPTION AF9711 AF9711'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 AF9711'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND AF9711'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE AF9711'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. AF9711' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG AF9711' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. *** retrieval complete. Elapsed Time = 00:00:05