1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9711 *********************************************************************** AA9711 DESIGNATION - F 670 RESET AA9711 PID - AA9711 AA9711 STATE/COUNTY- CA/KINGS AA9711 USGS QUAD - LEMOORE (1954) AA9711 AA9711 *CURRENT SURVEY CONTROL AA9711 ___________________________________________________________________ AA9711* NAD 83(1986)- 36 20 33. (N) 119 48 29. (W) SCALED AA9711* NAVD 88 - 67.98 (+/-2cm) 223.0 (feet) VERTCON AA9711 ___________________________________________________________________ AA9711 GEOID HEIGHT- -33.16 (meters) GEOID99 AA9711 AA9711 VERT ORDER - THIRD (See Below) AA9711 AA9711.The horizontal coordinates were scaled from a topographic map and have AA9711.an estimated accuracy of +/- 6 seconds. AA9711 AA9711.The NAVD 88 height was computed by applying the VERTCON shift value to AA9711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9711.The vertical order pertains to the superseded datum. AA9711 AA9711.The geoid height was determined by GEOID99. AA9711 AA9711; North East Units Estimated Accuracy AA9711;SPC CA 4 - 612,280. 1,927,460. MT (+/- 180 meters Scaled) AA9711 AA9711 SUPERSEDED SURVEY CONTROL AA9711 AA9711 NGVD 29 - 67.12 (m) 220.2 (f) RESET 3 AA9711 AA9711.Superseded values are not recommended for survey control. AA9711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9711.See file dsdata.txt to determine how the superseded data were derived. AA9711 AA9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA479255(NAD 83) AA9711_MARKER: DV = VERTICAL CONTROL DISK AA9711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9711_STAMPING: F 670 RESET 1993 AA9711_MARK LOGO: NGS AA9711_MAGNETIC: N = NO MAGNETIC MATERIAL AA9711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9711+STABILITY: SURFACE MOTION AA9711 AA9711 HISTORY - Date Condition Report By AA9711 HISTORY - 1993 MONUMENTED CADT AA9711 AA9711 STATION DESCRIPTION AA9711 AA9711'DESCRIBED BY CALTRANS 1993 (AO) AA9711'IN HALLS CORNER, AT THE INTERSECTION OF GRANGEVILLE AND HIGHWAY 41 AA9711'NEAR A FENCE CORNER, 3.0 FEET (0.9 M) NORTHWEST OF A 4 FOOT (1.2 M) AA9711'HIGH BARB WIRE FENCE, 17.0 FEET (5.2 M) NORTHEASTERLY TO ANGLE POINT AA9711'BARBED WIRE FENCE, 36.2 FEET (11.0 M) SOUTHWEST TO ANGLE POINT BARBED AA9711'WIRE FENCE, 92.4 FET SOUTHWEST TO POWER POLE WITH TRANSFORMER, 48.88 AA9711'FEET (14.90 M) SOUTHEAST TO ELECTROLIER WITH TRAFFIC SIGNAL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2161 *********************************************************************** GT2161 DESIGNATION - K 808 RESET GT2161 PID - GT2161 GT2161 STATE/COUNTY- CA/KINGS GT2161 USGS QUAD - LEMOORE (1954) GT2161 GT2161 *CURRENT SURVEY CONTROL GT2161 ___________________________________________________________________ GT2161* NAD 83(1986)- 36 17 50. (N) 119 48 27. (W) SCALED GT2161* NAVD 88 - 65.10 (+/-2cm) 213.6 (feet) VERTCON GT2161 ___________________________________________________________________ GT2161 GEOID HEIGHT- -33.28 (meters) GEOID99 GT2161 GT2161 VERT ORDER - THIRD (See Below) GT2161 GT2161.The horizontal coordinates were scaled from a topographic map and have GT2161.an estimated accuracy of +/- 6 seconds. GT2161 GT2161.The NAVD 88 height was computed by applying the VERTCON shift value to GT2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2161.The vertical order pertains to the superseded datum. GT2161 GT2161.The geoid height was determined by GEOID99. GT2161 GT2161; North East Units Estimated Accuracy GT2161;SPC CA 4 - 607,260. 1,927,470. MT (+/- 180 meters Scaled) GT2161 GT2161 SUPERSEDED SURVEY CONTROL GT2161 GT2161 NGVD 29 - 64.24 (m) 210.8 (f) RESET 3 GT2161 GT2161.Superseded values are not recommended for survey control. GT2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2161.See file dsdata.txt to determine how the superseded data were derived. GT2161 GT2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA478205(NAD 83) GT2161_MARKER: DV = VERTICAL CONTROL DISK GT2161_SETTING: 32 = HEADWALL GT2161_STAMPING: K 808 RESET 1991 GT2161_MARK LOGO: NGS GT2161_MAGNETIC: N = NO MAGNETIC MATERIAL GT2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2161+STABILITY: SURFACE MOTION GT2161 GT2161 HISTORY - Date Condition Report By GT2161 HISTORY - 1991 MONUMENTED CADT GT2161 GT2161 STATION DESCRIPTION GT2161 GT2161'DESCRIBED BY CALTRANS 1991 GT2161'1.0 MILES (1.6 KM) WEST ALONG BUSH STREET FROM LEMOORE ELEMENTARY GT2161'SCHOOL IN LEMOORE, IN R20E T19S, IN THE SOUTHEAST CORNER OF THE GT2161'NORTHWEST QUARTER OF SECTION 9, ABOUT 200 YARDS, NORTH ALONG STATE GT2161'HIGHWAY 41 FROM THE INTERSECTION OF HIGHWAY 41 AND BUSH STREET, IT IS GT2161'ON THE NORTHEAST CORNER OF A 1910 RAILROAD BRIDGE THAT IS 20 FEET GT2161'(6.1 M) WIDE, MONUMENT IS 31.0 FEET (9.4 M) WEST OF CENTERLINE OF GT2161'HIGHWAY 41, 13.7 FEET (4.2 M) SOUTHEAST OF RAILROAD SIGNAL, 8.2 FEET GT2161'(2.5 M) NORTH OF CENTERLINE OF RAILROAD TRACKS, AND 3.9 FEET (1.2 M) GT2161'SOUTH-SOUTHEAST OF WHITE CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0543 *********************************************************************** GT0543 DESIGNATION - MILHAM 2 GT0543 PID - GT0543 GT0543 STATE/COUNTY- CA/KINGS GT0543 USGS QUAD - KETTLEMAN CITY (1981) GT0543 GT0543 *CURRENT SURVEY CONTROL GT0543 ___________________________________________________________________ GT0543* NAD 83(1992)- 36 00 31.66478(N) 119 59 14.56461(W) ADJUSTED GT0543* NAVD 88 - 148.83 (+/-2cm) 488.3 (feet) VERTCON GT0543 ___________________________________________________________________ GT0543 EPOCH DATE - 1991.35 GT0543 LAPLACE CORR- -2.37 (seconds) DEFLEC99 GT0543 GEOID HEIGHT- -34.20 (meters) GEOID99 GT0543 GT0543 HORZ ORDER - SECOND GT0543 VERT ORDER - THIRD (See Below) GT0543 GT0543.The horizontal coordinates were established by classical geodetic methods GT0543.and adjusted by the National Geodetic Survey in March 1994. GT0543.The horizontal coordinates are valid at the epoch date displayed above. GT0543.The epoch date for horizontal control is a decimal equivalence GT0543.of Year/Month/Day. GT0543 GT0543.The NAVD 88 height was computed by applying the VERTCON shift value to GT0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0543.The vertical order pertains to the superseded datum. GT0543 GT0543.The Laplace correction was computed from DEFLEC99 derived deflections. GT0543 GT0543.The geoid height was determined by GEOID99. GT0543 GT0543; North East Units Scale Converg. GT0543;SPC CA 4 - 575,408.416 1,910,985.865 MT 0.99999835 -0 35 20.6 GT0543;SPC CA 4 - 1,887,819.11 6,269,626.13 sFT 0.99999835 -0 35 20.6 GT0543;UTM 11 - 3,989,052.974 230,746.551 MT 1.00049340 -1 45 26.5 GT0543;UTM 10 - 3,989,123.092 771,529.158 MT 1.00050857 +1 46 20.0 GT0543 GT0543: Primary Azimuth Mark Grid Az GT0543:SPC CA 4 - 1077 2 266 25 11.5 GT0543:UTM 11 - 1077 2 267 35 17.4 GT0543:UTM 10 - 1077 2 264 03 30.9 GT0543 GT0543|---------------------------------------------------------------------| GT0543| PID Reference Object Distance Geod. Az | GT0543| dddmmss.s | GT0543| GT0544 MILHAM 2 RM 3 12.770 METERS 07038 | GT0543| FU3749 KETTLEMAN CITY SHELL PUMP STK APPROX. 1.8 KM 1225703.6 | GT0543| GT0546 MILHAM 2 RM 4 10.286 METERS 16120 | GT0543| GT0540 MILHAM RM 2 39.436 METERS 26346 | GT0543| GU3475 1077 2 APPROX. 3.5 KM 2654950.9 | GT0543|---------------------------------------------------------------------| GT0543 GT0543 SUPERSEDED SURVEY CONTROL GT0543 GT0543 NAD 83(1986)- 36 00 31.66233(N) 119 59 14.56588(W) AD(1984.00) 2 GT0543 NAD 27 - 36 00 31.83240(N) 119 59 11.08610(W) AD( ) 2 GT0543 NGVD 29 - 147.88 (m) 485.2 (f) RESET 3 GT0543 GT0543.Superseded values are not recommended for survey control. GT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0543.See file dsdata.txt to determine how the superseded data were derived. GT0543 GT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3074789053(NAD 83) GT0543_MARKER: DS = TRIANGULATION STATION DISK GT0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0543_STAMPING: MILHAM 2 1967 GT0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0543+STABILITY: SURFACE MOTION GT0543 GT0543 HISTORY - Date Condition Report By GT0543 HISTORY - 1967 MONUMENTED CGS GT0543 HISTORY - 1967 GOOD CGS GT0543 HISTORY - 1973 SEE DESCRIPTION NGS GT0543 HISTORY - 19970105 GOOD USPSQD GT0543 GT0543 STATION DESCRIPTION GT0543 GT0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EHS) GT0543'THE STATION IS LOCATED ON A LOW KNOLL AT THE EAST CORNER GT0543'OF THE INTERSECTION OF MILHAM AVENUE AND THE INTERSTATE GT0543'ROUTE 5 FREEWAY ABOUT 1-1/2 MILES WEST OF KETTLEMAN CITY. GT0543' GT0543'TO REACH THE STATION FROM THE POST OFFICE AT KETTLEMAN CITY GT0543'GO EAST ABOUT 75 YARDS TO AN INTERSECTION. TURN LEFT ONTO GT0543'STATE HIGHWAY 41 AND GO NORTH 0.1 MILE TO AN INTERSECTION. GT0543'TURN LEFT ONTO MILHAM AVENUE AND GO WEST 1.6 MILES TO THE GT0543'STATION ON THE LEFT AT THE MILHAM AVENUE OVERCROSSING OVER GT0543'THE INTERSTATE ROUTE 5 FREEWAY. GT0543' GT0543'THE UNDERGROUND STATION MARK IS A COAST AND GEODETIC SURVEY GT0543'TRIANGULATION STATION DISK STAMPED MILHAM 2 1967 SET IN GT0543'THE TOP OF A BLOCK OF CONCRETE 3.1 FEET BELOW THE SURFACE GT0543'OF THE GROUND. GT0543' GT0543'THE SURFACE STATION MARK IS A COAST AND GEODETIC SURVEY GT0543'TRIANGULATION STATION DISK STAMPED MILHAM 2 1967 SET IN GT0543'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 0.2 FOOT GT0543'ABOVE THE GROUND, AND IS 24.0 FEET NORTHEAST OF THE NORTHEAST GT0543'RIGHT-OF-WAY OF THE FREEWAY, 18.0 FEET SOUTH OF THE SOUTH GT0543'RIGHT-OF-WAY OF MILHAM AVENUE, 2.2 FEET SOUTH OF A METAL GT0543'WITNESS POST, AND 2.0 FEET NORTH OF A METAL WITNESS POST. GT0543' GT0543'REFERENCE MARK 3 IS A COAST AND GEODETIC SURVEY REFERENCE GT0543'MARK DISK STAMPED MILHAM 2 NO 3 1967 SET IN THE TOP OF A 10-INCH GT0543'CONCRETE CYLINDER PROJECTING 0.3 FOOT ABOVE THE GROUND, AND GT0543'IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 4 FEET GT0543'LOWER THAN THE STATION MARK. GT0543' GT0543'REFERENCE MARK 4 IS A COAST AND GEODETIC SURVEY REFERENCE GT0543'MARK DISK STAMPED MILHAM 2 NO 4 1967 SET IN THE TOP OF GT0543'A 10-INCH CONCRETE CYLINDER PROJECTING 0.3 FOOT ABOVE THE GT0543'GROUND, AND IS 1.3 FEET NORTHEAST OF A METAL WITNESS POST GT0543'AND ABOUT THE SAME ELEVATION AS THE STATION MARK. GT0543 GT0543 STATION RECOVERY (1967) GT0543 GT0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 GT0543'1.8 MI W FROM KETTLEMAN CITY. GT0543'0.15 MILE NORTH ALONG STATE HIGHWAY 41 FROPM THE POST OFFICE GT0543'AT KETTLEMAN CITY, THENCE 1.6 MILES WEST ALONG MILHAM AVENUE, GT0543'AT THE INTERSECTION OF THE INTERSTATE ROUTE 5 FREEWAY, 24.0 GT0543'FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY OF THE FREEWAY, GT0543'18.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF MILHAM AVENUE, 2.2 GT0543'FEET SOUTH OF A METAL WITNESS POST, 2.0 FEET NORTH OF A METAL GT0543'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING GT0543'0.2 FOOT ABOVE THE GROUND. GT0543 GT0543 STATION RECOVERY (1973) GT0543 GT0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (TW) GT0543'THE 1967 TO REACH DESCRIPTION WAS ADEQUATE. GT0543' GT0543'STATION MARK, R.M. 3 AND R.M. 4 WERE RECOVERED AND FOUND GT0543'TO BE AS DESCRIBED IN 1967. GT0543' GT0543'HEIGHT OF LIGHT ABOVE STATION MARK 10.83 FEET. GT0543' GT0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES GT0543'NORTH OF KETTLEMAN CITY GT0543 GT0543 STATION RECOVERY (1997) GT0543 GT0543'RECOVERY NOTE BY US POWER SQUADRON 1997 GT0543'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0544 *********************************************************************** GT0544 DESIGNATION - MILHAM 2 RM 3 GT0544 PID - GT0544 GT0544 STATE/COUNTY- CA/KINGS GT0544 USGS QUAD - KETTLEMAN CITY (1981) GT0544 GT0544 *CURRENT SURVEY CONTROL GT0544 ___________________________________________________________________ GT0544* NAD 83(1986)- 36 00 32. (N) 119 59 15. (W) SCALED GT0544* NAVD 88 - 147.60 (+/-2cm) 484.3 (feet) VERTCON GT0544 ___________________________________________________________________ GT0544 GEOID HEIGHT- -34.20 (meters) GEOID99 GT0544 GT0544 VERT ORDER - THIRD (See Below) GT0544 GT0544.The horizontal coordinates were scaled from a topographic map and have GT0544.an estimated accuracy of +/- 6 seconds. GT0544 GT0544.The NAVD 88 height was computed by applying the VERTCON shift value to GT0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0544.The vertical order pertains to the superseded datum. GT0544 GT0544.The geoid height was determined by GEOID99. GT0544 GT0544; North East Units Estimated Accuracy GT0544;SPC CA 4 - 575,420. 1,910,980. MT (+/- 180 meters Scaled) GT0544 GT0544 SUPERSEDED SURVEY CONTROL GT0544 GT0544 NGVD 29 - 146.65 (m) 481.1 (f) RESET 3 GT0544 GT0544.Superseded values are not recommended for survey control. GT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0544.See file dsdata.txt to determine how the superseded data were derived. GT0544 GT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV307890(NAD 83) GT0544_MARKER: DR = REFERENCE MARK DISK GT0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0544_STAMPING: MILHAM 2 NO 3 1967 GT0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0544+STABILITY: SURFACE MOTION GT0544 GT0544 HISTORY - Date Condition Report By GT0544 HISTORY - 1967 MONUMENTED CGS GT0544 GT0544 STATION DESCRIPTION GT0544 GT0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 GT0544'1.8 MI W FROM KETTLEMAN CITY. GT0544'0.15 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE GT0544'AT KETTLEMAN CITY, THENCE 1.6 MILES WEST ALONG MILHAM AVENUE, GT0544'AT THE INTERSECTION OF THE INTERSTATE ROUTE 5 FREEWAY, 41.9 GT0544'FEET EAST-NORTHEAST OF TRIANGULATION STATION MILHAM 2, 6 FEET GT0544'SOUTH OF THE SOUTH RIGHT-OF-WAY OF MILHAM AVENUE, 2.0 FEET GT0544'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE GT0544'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0546 *********************************************************************** GT0546 DESIGNATION - MILHAM 2 RM 4 GT0546 PID - GT0546 GT0546 STATE/COUNTY- CA/KINGS GT0546 USGS QUAD - KETTLEMAN CITY (1981) GT0546 GT0546 *CURRENT SURVEY CONTROL GT0546 ___________________________________________________________________ GT0546* NAD 83(1986)- 36 00 31. (N) 119 59 15. (W) SCALED GT0546* NAVD 88 - 148.79 (+/-2cm) 488.2 (feet) VERTCON GT0546 ___________________________________________________________________ GT0546 GEOID HEIGHT- -34.20 (meters) GEOID99 GT0546 GT0546 VERT ORDER - THIRD (See Below) GT0546 GT0546.The horizontal coordinates were scaled from a topographic map and have GT0546.an estimated accuracy of +/- 6 seconds. GT0546 GT0546.The NAVD 88 height was computed by applying the VERTCON shift value to GT0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0546.The vertical order pertains to the superseded datum. GT0546 GT0546.The geoid height was determined by GEOID99. GT0546 GT0546; North East Units Estimated Accuracy GT0546;SPC CA 4 - 575,390. 1,910,980. MT (+/- 180 meters Scaled) GT0546 GT0546 SUPERSEDED SURVEY CONTROL GT0546 GT0546 NGVD 29 - 147.84 (m) 485.0 (f) RESET 3 GT0546 GT0546.Superseded values are not recommended for survey control. GT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0546.See file dsdata.txt to determine how the superseded data were derived. GT0546 GT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV307890(NAD 83) GT0546_MARKER: DR = REFERENCE MARK DISK GT0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0546_STAMPING: MILHAM 2 NO 4 1967 GT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0546+STABILITY: SURFACE MOTION GT0546 GT0546 HISTORY - Date Condition Report By GT0546 HISTORY - 1967 MONUMENTED CGS GT0546 GT0546 STATION DESCRIPTION GT0546 GT0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 GT0546'1.8 MI W FROM KETTLEMAN CITY. GT0546'0.15 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT GT0546'KETTLEMAN CITY, THENCE 1.6 MILES WEST ALONG MILHAM AVENUE, AT GT0546'THE INTERSECTION OF THE INTERSTATE ROUTE 5 FREEWAY, 33.7 FEET GT0546'SOUTH-SOUTHEAST OF TRIANGULATION STATION MILHAM 2, 15 FEET GT0546'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY OF THE FREEWAY, 1.3 FEET GT0546'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A GT0546'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4464 *********************************************************************** AH4464 DESIGNATION - P 963 RESET AH4464 PID - AH4464 AH4464 STATE/COUNTY- CA/KINGS AH4464 USGS QUAD - EL RICO RANCH (1954) AH4464 AH4464 *CURRENT SURVEY CONTROL AH4464 ___________________________________________________________________ AH4464* NAD 83(1986)- 36 04 46. (N) 119 42 57. (W) SCALED AH4464* NAVD 88 - 53.75 (+/-2cm) 176.3 (feet) VERTCON AH4464 ___________________________________________________________________ AH4464 GEOID HEIGHT- -33.81 (meters) GEOID99 AH4464 AH4464 VERT ORDER - THIRD (See Below) AH4464 AH4464.The horizontal coordinates were scaled from a topographic map and have AH4464.an estimated accuracy of +/- 6 seconds. AH4464 AH4464.The NAVD 88 height was computed by applying the VERTCON shift value to AH4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4464.The vertical order pertains to the superseded datum. AH4464 AH4464.The geoid height was determined by GEOID99. AH4464 AH4464; North East Units Estimated Accuracy AH4464;SPC CA 4 - 583,030. 1,935,520. MT (+/- 180 meters Scaled) AH4464 AH4464 SUPERSEDED SURVEY CONTROL AH4464 AH4464 NGVD 29 - 52.88 (m) 173.5 (f) RESET 3 AH4464 AH4464.Superseded values are not recommended for survey control. AH4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4464.See file dsdata.txt to determine how the superseded data were derived. AH4464 AH4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV554961(NAD 83) AH4464_MARKER: DV = VERTICAL CONTROL DISK AH4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4464_STAMPING: P 963 RESET 1975 AH4464_MARK LOGO: NGS AH4464_PROJECTION: FLUSH AH4464_MAGNETIC: N = NO MAGNETIC MATERIAL AH4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4464+STABILITY: SURFACE MOTION AH4464 AH4464 HISTORY - Date Condition Report By AH4464 HISTORY - 1975 MONUMENTED NGS AH4464 AH4464 STATION DESCRIPTION AH4464 AH4464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AH4464'9.8 MILES (15.8 KM) SOUTHWEST FROM CORCORAN. 4.5 MILES (7.2 KM) WEST AH4464'ALONG WHITLEY AVENUE FROM THE POST OFFICE AT CORCORAN, THENCE 1.25 AH4464'MILES (2.01 KM) SOUTH ALONG 10TH AVENUE, THENCE 4.0 WEST ALONG PUEBLO AH4464'AVENUE. 94.5 FEET (28.8 M) WEST OF CENTERLINE OF STAKED ROUTE FOR NEW AH4464'SKYLINE BOULEVARD, 2.0 FEET (0.6 M) NORTH OF A TELEPHONE CABLE POLE, AH4464'1.2 FEET (0.4 M) SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AH4464'54.0 FEET (16.5 M) WEST OF CENTERLINE OF PRESENT ROUTE OF SKYLINE AH4464'BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3099 *********************************************************************** FU3099 DESIGNATION - R 459 RESET 1971 FU3099 PID - FU3099 FU3099 STATE/COUNTY- CA/KINGS FU3099 USGS QUAD - DUDLEY RIDGE (1954) FU3099 FU3099 *CURRENT SURVEY CONTROL FU3099 ___________________________________________________________________ FU3099* NAD 83(1986)- 35 56 02. (N) 119 46 55. (W) SCALED FU3099* NAVD 88 - 59.24 (+/-2cm) 194.4 (feet) VERTCON FU3099 ___________________________________________________________________ FU3099 GEOID HEIGHT- -34.35 (meters) GEOID99 FU3099 FU3099 VERT ORDER - THIRD (See Below) FU3099 FU3099.The horizontal coordinates were scaled from a topographic map and have FU3099.an estimated accuracy of +/- 6 seconds. FU3099 FU3099.The NAVD 88 height was computed by applying the VERTCON shift value to FU3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3099.The vertical order pertains to the superseded datum. FU3099 FU3099.The geoid height was determined by GEOID99. FU3099 FU3099; North East Units Estimated Accuracy FU3099;SPC CA 4 - 566,930. 1,929,440. MT (+/- 180 meters Scaled) FU3099 FU3099 SUPERSEDED SURVEY CONTROL FU3099 FU3099 NGVD 29 - 58.36 (m) 191.5 (f) RESET 3 FU3099 FU3099.Superseded values are not recommended for survey control. FU3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3099.See file dsdata.txt to determine how the superseded data were derived. FU3099 FU3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV490801(NAD 83) FU3099_MARKER: DB = BENCH MARK DISK FU3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3099_STAMPING: R 459 RESET 1971 FU3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3099+STABILITY: SURFACE MOTION FU3099 FU3099 HISTORY - Date Condition Report By FU3099 HISTORY - 1971 MONUMENTED NGS FU3099 FU3099 STATION DESCRIPTION FU3099 FU3099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FU3099'13.5 MI SE FROM KETTLEMAN CITY. FU3099'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT FU3099'KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG 25TH AVENUE, THENCE FU3099'7.9 MILES EAST ALONG UTICA AVENUE, AT THE NORTH EDGE OF A FIELD, FU3099'31 FEET SOUTH OF THE CENTERLINE OF THE AVENUE, 2.1 FEET WEST OF FU3099'A METAL WITNESS POST, ABOUT 2 FEET LOWER THAN THE AVENUE, AND FU3099'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE FU3099'GROUND. T 23 S, R 20 E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3103 *********************************************************************** FU3103 DESIGNATION - U 1203 RESET 1971 FU3103 PID - FU3103 FU3103 STATE/COUNTY- CA/KINGS FU3103 USGS QUAD - DUDLEY RIDGE (1954) FU3103 FU3103 *CURRENT SURVEY CONTROL FU3103 ___________________________________________________________________ FU3103* NAD 83(1986)- 35 56 01. (N) 119 45 47. (W) SCALED FU3103* NAVD 88 - 59.01 (+/-2cm) 193.6 (feet) VERTCON FU3103 ___________________________________________________________________ FU3103 GEOID HEIGHT- -34.33 (meters) GEOID99 FU3103 FU3103 VERT ORDER - THIRD (See Below) FU3103 FU3103.The horizontal coordinates were scaled from a topographic map and have FU3103.an estimated accuracy of +/- 6 seconds. FU3103 FU3103.The NAVD 88 height was computed by applying the VERTCON shift value to FU3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3103.The vertical order pertains to the superseded datum. FU3103 FU3103.The geoid height was determined by GEOID99. FU3103 FU3103; North East Units Estimated Accuracy FU3103;SPC CA 4 - 566,880. 1,931,140. MT (+/- 180 meters Scaled) FU3103 FU3103 SUPERSEDED SURVEY CONTROL FU3103 FU3103 NGVD 29 - 58.14 (m) 190.7 (f) RESET 3 FU3103 FU3103.Superseded values are not recommended for survey control. FU3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3103.See file dsdata.txt to determine how the superseded data were derived. FU3103 FU3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV507801(NAD 83) FU3103_MARKER: DB = BENCH MARK DISK FU3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3103_STAMPING: U 1203 1969 RESET 1971 FU3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3103+STABILITY: SURFACE MOTION FU3103 FU3103 HISTORY - Date Condition Report By FU3103 HISTORY - 1971 MONUMENTED NGS FU3103 FU3103 STATION DESCRIPTION FU3103 FU3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FU3103'14.6 MI SE FROM KETTLEMAN CITY. FU3103'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT FU3103'KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG 25TH AVENUE, THENCE FU3103'8.95 MILES EAST ALONG UTICA AVENUE, 0.55 MILE WEST OF THE FU3103'CROSSING OF WILBUR DITCH, 160 FEET EAST OF THE CENTERLINE OF A FU3103'DIRT FARM ROAD LEADING SOUTH, 30.2 FEET SOUTH OF THE CENTERLINE FU3103'OF THE AVENUE, 1.9 FEET EAST OF A METAL WITNESS POST, 1.8 FEET FU3103'WEST OF A WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE FU3103'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT FU3103'ABOVE THE GROUND. SECTION 13, T 23 S, R 20 E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3169 *********************************************************************** FU3169 DESIGNATION - UTICA 2 FU3169 PID - FU3169 FU3169 STATE/COUNTY- CA/KINGS FU3169 USGS QUAD - LOS VIEJOS (1981) FU3169 FU3169 *CURRENT SURVEY CONTROL FU3169 ___________________________________________________________________ FU3169* NAD 83(1992)- 35 56 06.15829(N) 119 54 37.51594(W) ADJUSTED FU3169* NAVD 88 - 80.09 (+/-2cm) 262.8 (feet) VERTCON FU3169 ___________________________________________________________________ FU3169 EPOCH DATE - 1991.35 FU3169 LAPLACE CORR- -1.63 (seconds) DEFLEC99 FU3169 GEOID HEIGHT- -34.37 (meters) GEOID99 FU3169 FU3169 HORZ ORDER - SECOND FU3169 VERT ORDER - THIRD (See Below) FU3169 FU3169.The horizontal coordinates were established by classical geodetic methods FU3169.and adjusted by the National Geodetic Survey in June 1996. FU3169.The horizontal coordinates are valid at the epoch date displayed above. FU3169.The epoch date for horizontal control is a decimal equivalence FU3169.of Year/Month/Day. FU3169 FU3169.The NAVD 88 height was computed by applying the VERTCON shift value to FU3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3169.The vertical order pertains to the superseded datum. FU3169 FU3169.The Laplace correction was computed from DEFLEC99 derived deflections. FU3169 FU3169.The geoid height was determined by GEOID99. FU3169 FU3169; North East Units Scale Converg. FU3169;SPC CA 4 - 567,156.802 1,917,845.983 MT 1.00001291 -0 32 35.3 FU3169;SPC CA 4 - 1,860,746.94 6,292,133.03 sFT 1.00001291 -0 32 35.3 FU3169;SPC CA 5 - 771,770.403 1,827,595.224 MT 1.00013574 -1 05 20.3 FU3169;SPC CA 5 - 2,532,050.06 5,996,035.33 sFT 1.00013574 -1 05 20.3 FU3169;UTM 11 - 3,980,659.438 237,440.295 MT 1.00044954 -1 42 32.4 FU3169 FU3169: Primary Azimuth Mark Grid Az FU3169:SPC CA 4 - UTICA AZ MK 094 55 34.7 FU3169:SPC CA 5 - UTICA AZ MK 095 28 19.7 FU3169:UTM 11 - UTICA AZ MK 096 05 31.8 FU3169 FU3169|---------------------------------------------------------------------| FU3169| PID Reference Object Distance Geod. Az | FU3169| dddmmss.s | FU3169| DA7860 UTICA AZ MK 0942259.4 | FU3169| FU3174 UTICA 2 RM 3 12.936 METERS 10806 | FU3169| FU3171 UTICA 164.164 METERS 25423 | FU3169| FU3126 P 666 2684555.5 | FU3169| FU3173 UTICA 2 RM 4 12.781 METERS 29301 | FU3169| FU3749 KETTLEMAN CITY SHELL PUMP STK APPROX. 9.0 KM 3230315.2 | FU3169|---------------------------------------------------------------------| FU3169 FU3169 SUPERSEDED SURVEY CONTROL FU3169 FU3169 NAD 83(1992)- 35 56 06.15872(N) 119 54 37.51576(W) AD(1991.35) 2 FU3169 NAD 83(1986)- 35 56 06.15702(N) 119 54 37.51639(W) AD(1984.00) 2 FU3169 NAD 27 - 35 56 06.31866(N) 119 54 34.04556(W) AD( ) 2 FU3169 NGVD 29 - 79.18 (m) 259.8 (f) RESET 3 FU3169 FU3169.Superseded values are not recommended for survey control. FU3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3169.See file dsdata.txt to determine how the superseded data were derived. FU3169 FU3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3744080659(NAD 83) FU3169_MARKER: DS = TRIANGULATION STATION DISK FU3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3169_STAMPING: UTICA 2 BM RESET 1970 FU3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3169+STABILITY: SURFACE MOTION FU3169 FU3169 HISTORY - Date Condition Report By FU3169 HISTORY - 1970 MONUMENTED NGS FU3169 HISTORY - 1970 GOOD CGS FU3169 FU3169 STATION DESCRIPTION FU3169 FU3169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) FU3169'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF KETTLEMAN CITY, FU3169'IN SECTION R19E, T23S, S10, NEAR THE NORTHEAST RIGHT-OF-WAY FU3169'AND IN THE NORTHEAST QUADRANT OF THE FUTURE INTERCHANGE OF FU3169'INTERSTATE HIGHWAY 5 AND UTICA AVENUE. FU3169' FU3169'TO REACH THE STATION FROM THE POST OFFICE IN KETTLEMAN CITY, FU3169'GO SOUTH FOR 0.05 MILE, THENCE DRIVE WEST ON STATE HIGHWAY FU3169'41 FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND FU3169'DRIVE SOUTHERLY ALONG 25TH AVENUE (LOST HILLS ROAD) FOR 5.35 FU3169'MILES TO UTICA AVENUE AND BENCH MARK P 666 ON THE LEFT. TURN FU3169'LEFT AND DRIVE EAST ON THE AVENUE FOR 0.85 MILE TO THE EAST FU3169'SIDE OF A HIGHWAY INTERCHANGE AND THE STATION ON THE LEFT FU3169'AS DESCRIBED. FU3169' FU3169'THE STATION IS MARKED BY STANDARD C AND GS DISKS SET IN FU3169'CONCRETE. THE UNDERGROUND-STATION MARK IS STAMPED UTICA 2 FU3169'1970. THE SURFACE-STATION MARK, STAMPED UTICA 2 B.M. RESET FU3169'1970, IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL FU3169'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND FU3169'SURFACE. IT IS ABOUT 540 FEET EAST-NORTHEAST OF THE CENTER FU3169'OF THE STAKED INTERSECTION OF THE INTERCHANGE, 187.0 FEET FU3169'NORTH OF THE CENTER OF UTICA AVENUE, 34.5 FEET NORTH OF THE FU3169'CENTER OF A STAKED FUTURE FRONTAGE ROAD, 4.4 FEET NORTHEAST FU3169'OF A CALIFORNIA DIVISION OF HIGHWAYS METAL WITNESS POST AND FU3169'2.3 FEET WEST OF A STANDARD METAL WITNESS POST WITH SIGN FU3169'ATTACHED. FU3169' FU3169'REFERENCE MARK 3, A STANDARD C AND GS DISK STAMPED UTICA FU3169'2 NO 3 B.M. RESET 1970, IS SET IN THE TOP OF A 12 INCHES FU3169'IN DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS 2 INCHES FU3169'ABOVE THE GROUND SURFACE. IT IS 555 FEET EAST-NORTHEAST FU3169'OF THE STAKED CENTER OF THE HIGHWAY INTERCHANGE, 175.0 FEET FU3169'NORTH OF UTICA AVENUE, 34.0 FEET NORTH OF THE CENTER OF THE FU3169'FUTURE FRONTAGE ROAD AND 0.7 FOOT WEST OF A METAL WITNESS FU3169'POST WITH SIGN ATTACHED. FU3169' FU3169'REFERENCE MARK 4, A STANDARD DISK STAMPED UTICA 2 NO 4 B.M. FU3169'RESET 1970, IS SET IN THE TOP OF A 14 INCHES IN DIAMETER FU3169'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE FU3169'THE GROUND SURFACE. IT IS 530 FEET EAST-NORTHEAST OF THE FU3169'STAKED CENTER OF THE HIGHWAY INTERCHANGE, 202.0 FEET NORTH FU3169'OF THE CENTER OF UTICA AVENUE, 33.8 FEET NORTH OF THE CENTER FU3169'OF THE FUTURE FRONTAGE ROAD AND 1.0 FOOT EAST OF A METAL FU3169'WITNESS POST WITH SIGN ATTACHED. FU3169' FU3169'THE AZIMUTH MARK IS THE AZIMUTH ESTABLISHED FOR UTICA 1958. FU3169'IT IS A STANDARD DISK, STAMPED UTICA 1958, SET IN THE TOP FU3169'OF A CONCRETE MONUMENT THAT IS 12 INCHES SQUARE AT THE TOP FU3169'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 143.5 FU3169'FEET NORTH OF THE CENTER OF UTICA AVENUE, 96.3 FEET NORTH OF FU3169'AN UNDERGROUND PIPELINE VALVE, 85.0 FEET EAST OF A TELEPHONE FU3169'LINE ROAD, 2.0 FEET SOUTH OF A WOODEN WITNESS POST, AND JUST FU3169'EAST OF THE FUTURE INTERSECTION OF A FRONTAGE ROAD WITH FU3169'UTICA AVENUE. FU3169' FU3169'BENCH MARK P 666 IS A STANDARD C AND GS DISK, STAMPED P 666 FU3169'1942, SET IN THE TOP OF A 10 INCHES SQUARE CONCRETE POST THAT FU3169'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE. IT IS 65.0 FEET FU3169'EAST OF THE CENTER OF 25TH AVENUE (LOST HILLS ROAD) AND 57.0 FU3169'FEET NORTH OF THE CENTER OF UTICA AVENUE. FU3169 FU3169 STATION RECOVERY (1970) FU3169 FU3169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 FU3169'6.2 MI S FROM KETTLEMAN CITY. FU3169'0.25 MILE WEST ALONG STATE HIGHWAY 41 FROM THE POST OFFICE IN FU3169'KETTLEMAN CITY, THENCE SOUTH ALONG 25TH AVENUE (LOST HILLS ROAD) FU3169'FOR 5.35 MILES TO UTICA AVENUE, THENCE EAST ALONG THE AVENUE FU3169'FOR 0.85 MILE TO THE EAST SIDE OF A HIGHWAY INTERCHANGE (UNDER FU3169'CONSTRUCTION), IN SECTION R19E, T23S, S10, IN THE NORTHEAST FU3169'QUADRANT OF THE INTERCHANGE, 540 FEET EAST-NORTHEAST OF THE FU3169'STAKED CENTER OF THE INTERCHANGE, 187.0 FEET NORTH OF THE CENTER FU3169'OF UTICA AVENUE, 34.5 FEET NORTH OF THE STAKED CENTER OF A FU3169'FRONTAGE ROAD, 4.4 FEET NORTHEAST OF A CALIFORNIA DIVISION OF FU3169'HIGHWAY METAL WITNESS POST AND 2.3 FEET WEST OF A METAL WITNESS FU3169'POST WITH A C AND GS SIGN ATTACHED. THE BENCH MARK DISK IS SET FU3169'IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE POST THAT PROJECTS FU3169'2 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3174 *********************************************************************** FU3174 DESIGNATION - UTICA 2 RM 3 FU3174 PID - FU3174 FU3174 STATE/COUNTY- CA/KINGS FU3174 USGS QUAD - LOS VIEJOS (1981) FU3174 FU3174 *CURRENT SURVEY CONTROL FU3174 ___________________________________________________________________ FU3174* NAD 83(1986)- 35 56 03. (N) 119 54 41. (W) SCALED FU3174* NAVD 88 - 80.18 (+/-2cm) 263.1 (feet) VERTCON FU3174 ___________________________________________________________________ FU3174 GEOID HEIGHT- -34.37 (meters) GEOID99 FU3174 FU3174 VERT ORDER - THIRD (See Below) FU3174 FU3174.The horizontal coordinates were scaled from a topographic map and have FU3174.an estimated accuracy of +/- 6 seconds. FU3174 FU3174.The NAVD 88 height was computed by applying the VERTCON shift value to FU3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3174.The vertical order pertains to the superseded datum. FU3174 FU3174.The geoid height was determined by GEOID99. FU3174 FU3174; North East Units Estimated Accuracy FU3174;SPC CA 4 - 567,060. 1,917,760. MT (+/- 180 meters Scaled) FU3174 FU3174 SUPERSEDED SURVEY CONTROL FU3174 FU3174 NGVD 29 - 79.26 (m) 260.0 (f) RESET 3 FU3174 FU3174.Superseded values are not recommended for survey control. FU3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3174.See file dsdata.txt to determine how the superseded data were derived. FU3174 FU3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV373805(NAD 83) FU3174_MARKER: DR = REFERENCE MARK DISK FU3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3174_STAMPING: UTICA 2 NO 3 BM RESET 1970 FU3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3174+STABILITY: SURFACE MOTION FU3174 FU3174 HISTORY - Date Condition Report By FU3174 HISTORY - 1970 MONUMENTED NGS FU3174 FU3174 STATION DESCRIPTION FU3174 FU3174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FU3174'6.2 MI S FROM KETTLEMAN CITY. FU3174'0.25 MILE WEST ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT FU3174'KETTLEMAN CITY, THENCE SOUTH ALONG 25TH AVENUE (LOST HILLS ROAD) FU3174'FOR 5.35 MILES TO UTICA AVENUE, THENCE EAST ALONG THE AVENUE FU3174'FOR 0.85 MILE TO THE EAST SIDE OF AN INTERCHANGE (UNDER FU3174'CONSTRUCTION), IN SECTION R19E, T23S, S10, IN THE NORTHEAST FU3174'QUADRANT OF THE INTERCHANGE, 555 FEET NORTHEAST OF THE STAKED FU3174'CENTER OF THE INTERCHANGE, 175.0 FEET NORTH OF THE CENTER OF FU3174'UTICA AVENUE, 34.0 FEET NORTH OF THE STAKED CENTER OF A FRONTAGE FU3174'ROAD AND 0.7 FOOT WEST OF A METAL WITNESS POST WITH SIGN FU3174'ATTACHED, AND 42.435 FEET EAST-SOUTHEAST OF TRIANGULATION STATION FU3174'UTICA 2 1970. THE DISK IS SET IN THE TOP OF A 12 INCHES IN FU3174'DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS 2 INCHES ABOVE FU3174'THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3173 *********************************************************************** FU3173 DESIGNATION - UTICA 2 RM 4 FU3173 PID - FU3173 FU3173 STATE/COUNTY- CA/KINGS FU3173 USGS QUAD - LOS VIEJOS (1981) FU3173 FU3173 *CURRENT SURVEY CONTROL FU3173 ___________________________________________________________________ FU3173* NAD 83(1986)- 35 56 03. (N) 119 54 42. (W) SCALED FU3173* NAVD 88 - 79.97 (+/-2cm) 262.4 (feet) VERTCON FU3173 ___________________________________________________________________ FU3173 GEOID HEIGHT- -34.37 (meters) GEOID99 FU3173 FU3173 VERT ORDER - THIRD (See Below) FU3173 FU3173.The horizontal coordinates were scaled from a topographic map and have FU3173.an estimated accuracy of +/- 6 seconds. FU3173 FU3173.The NAVD 88 height was computed by applying the VERTCON shift value to FU3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3173.The vertical order pertains to the superseded datum. FU3173 FU3173.The geoid height was determined by GEOID99. FU3173 FU3173; North East Units Estimated Accuracy FU3173;SPC CA 4 - 567,060. 1,917,730. MT (+/- 180 meters Scaled) FU3173 FU3173 SUPERSEDED SURVEY CONTROL FU3173 FU3173 NGVD 29 - 79.06 (m) 259.4 (f) RESET 3 FU3173 FU3173.Superseded values are not recommended for survey control. FU3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3173.See file dsdata.txt to determine how the superseded data were derived. FU3173 FU3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV373805(NAD 83) FU3173_MARKER: DR = REFERENCE MARK DISK FU3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3173_STAMPING: UTICA 2 NO 4 BM RESET 1970 FU3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3173+STABILITY: SURFACE MOTION FU3173 FU3173 HISTORY - Date Condition Report By FU3173 HISTORY - 1970 MONUMENTED NGS FU3173 FU3173 STATION DESCRIPTION FU3173 FU3173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FU3173'6.3 MI S FROM KETTLEMAN CITY. FU3173'0.25 MILE WEST ALONG STATE HIGHWAY 41 FROM THE POST OFFICE IN FU3173'KETTLEMAN CITY, THENCE 5.35 MILES SOUTH ALONG 25TH AVENUE (LOST FU3173'HILLS ROAD) TO UTICA AVENUE, THENCE EAST ALONG THE AVENUE FOR FU3173'0.85 MILE TO THE EAST SIDE OF A HIGHWAY INTERCHANGE, IN SECTION FU3173'R19E, T23S, S10, IN THE NORTHEAST QUADRANT OF THE INTERCHANGE, FU3173'530 FEET EAST-NORTHEAST OF THE STAKED CENTER OF THE INTERCHANGE, FU3173'202.0 FEET NORTH OF THE CENTER OF UTICA AVENUE, 33.8 FEET NORTH FU3173'OF THE STAKED CENTER OF A FRONTAGE ROAD, 1.0 FEET EAST OF A FU3173'METAL WITNESS POST WITH SIGN ATTACHED AND 41.93 FEET FU3173'WEST-NORTHWEST OF TRIANGULATION STATION UTICA 2 1970. THE BENCH FU3173'MARK DISK IS SET IN THE TOP OF A 14 INCHES IN DIAMETER FU3173'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE FU3173'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3095 *********************************************************************** FU3095 DESIGNATION - W 666 RESET 1971 FU3095 PID - FU3095 FU3095 STATE/COUNTY- CA/KINGS FU3095 USGS QUAD - DUDLEY RIDGE (1954) FU3095 FU3095 *CURRENT SURVEY CONTROL FU3095 ___________________________________________________________________ FU3095* NAD 83(1986)- 35 56 03. (N) 119 48 01. (W) SCALED FU3095* NAVD 88 - 59.22 (+/-2cm) 194.3 (feet) VERTCON FU3095 ___________________________________________________________________ FU3095 GEOID HEIGHT- -34.37 (meters) GEOID99 FU3095 FU3095 VERT ORDER - THIRD (See Below) FU3095 FU3095.The horizontal coordinates were scaled from a topographic map and have FU3095.an estimated accuracy of +/- 6 seconds. FU3095 FU3095.The NAVD 88 height was computed by applying the VERTCON shift value to FU3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3095.The vertical order pertains to the superseded datum. FU3095 FU3095.The geoid height was determined by GEOID99. FU3095 FU3095; North East Units Estimated Accuracy FU3095;SPC CA 4 - 566,970. 1,927,780. MT (+/- 180 meters Scaled) FU3095 FU3095 SUPERSEDED SURVEY CONTROL FU3095 FU3095 NGVD 29 - 58.33 (m) 191.4 (f) RESET 3 FU3095 FU3095.Superseded values are not recommended for survey control. FU3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3095.See file dsdata.txt to determine how the superseded data were derived. FU3095 FU3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV473802(NAD 83) FU3095_MARKER: DB = BENCH MARK DISK FU3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3095_STAMPING: W 666 RESET 1971 FU3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3095+STABILITY: SURFACE MOTION FU3095 FU3095 HISTORY - Date Condition Report By FU3095 HISTORY - 1971 MONUMENTED NGS FU3095 FU3095 STATION DESCRIPTION FU3095 FU3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FU3095'12.5 MI SE FROM KETTLEMAN CITY. FU3095'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT FU3095'KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG 25TH AVENUE, THENCE FU3095'6.9 MILES EAST ALONG UTICA AVENUE, 0.3 MILE WEST OF A DIRT FU3095'FARM ROAD LEADING SOUTH, 30.0 FEET NORTH OF THE CENTERLINE OF FU3095'THE AVENUE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET FU3095'LOWER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST FU3095'PROJECTING 0.2 FOOT ABOVE THE GROUND. T 23 S, R 20 E.