1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2164 *********************************************************************** GT2164 DESIGNATION - A 936 RESET GT2164 PID - GT2164 GT2164 STATE/COUNTY- CA/TULARE GT2164 USGS QUAD - ORANGE COVE SOUTH (1966) GT2164 GT2164 *CURRENT SURVEY CONTROL GT2164 ___________________________________________________________________ GT2164* NAD 83(1986)- 36 32 40. (N) 119 17 58. (W) SCALED GT2164* NAVD 88 - 113.59 (+/-2cm) 372.7 (feet) VERTCON GT2164 ___________________________________________________________________ GT2164 GEOID HEIGHT- -30.68 (meters) GEOID99 GT2164 GT2164 VERT ORDER - THIRD (See Below) GT2164 GT2164.The horizontal coordinates were scaled from a topographic map and have GT2164.an estimated accuracy of +/- 6 seconds. GT2164 GT2164.The NAVD 88 height was computed by applying the VERTCON shift value to GT2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2164.The vertical order pertains to the superseded datum. GT2164 GT2164.The geoid height was determined by GEOID99. GT2164 GT2164; North East Units Estimated Accuracy GT2164;SPC CA 4 - 634,430. 1,973,190. MT (+/- 180 meters Scaled) GT2164 GT2164 SUPERSEDED SURVEY CONTROL GT2164 GT2164 NGVD 29 - 112.78 (m) 370.0 (f) RESET 3 GT2164 GT2164.Superseded values are not recommended for survey control. GT2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2164.See file dsdata.txt to determine how the superseded data were derived. GT2164 GT2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA941467(NAD 83) GT2164_MARKER: DV = VERTICAL CONTROL DISK GT2164_SETTING: 31 = IRRIGATION VALVE CONTROL BOX GT2164_STAMPING: A 936 RESET 1974 GT2164_MARK LOGO: NGS GT2164_MAGNETIC: N = NO MAGNETIC MATERIAL GT2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2164 GT2164 HISTORY - Date Condition Report By GT2164 HISTORY - 1974 MONUMENTED NGS GT2164 GT2164 STATION DESCRIPTION GT2164 GT2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GT2164'0.8 MILE (1.3 KM) WEST ALONG AVENUE 416 (EL MONTE WAY) FROM THE GT2164'INTERSECTION OF ROAD 128 (PALM AVENUE) IN OROSI, IN R25E T16S S18, AT GT2164'THE CROSSING OF AN IRRIGATION CANAL, CEMENTED IN A DRILL HOLE IN THE GT2164'TOP OF THE NORTHEAST CORNER OF A IRRIGATION VALVE CONTROL BOX THAT GT2164'MEASURES 12 FEET (3.7 M) LONG BY 3.5 FEET (1.1 M) WIDE AND PROJECTS 2 GT2164'FEET (0.6 M) ABOVE THE GROUND SURFACE. IT IS 70.0 FEET (21.3 M) WEST GT2164'OF THE CENTER OF A FARM HOME ENTRANCE ROAD, 45.0 FEET (13.7 M) SOUTH GT2164'OF THE CENTER OF THE AVENUE AND 5.0 FEET (1.5 M) EAST 6.0 FEET GT2164'(1.8 M) EAST OF THE CENTER OF THE CONCRETE IRRIGATION VALVE BOX. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1072 *********************************************************************** FU1072 DESIGNATION - B 660 RESET 1974 FU1072 PID - FU1072 FU1072 STATE/COUNTY- CA/TULARE FU1072 USGS QUAD - PIXLEY (1969) FU1072 FU1072 *CURRENT SURVEY CONTROL FU1072 ___________________________________________________________________ FU1072* NAD 83(1986)- 35 57 50. (N) 119 16 29. (W) SCALED FU1072* NAVD 88 - 84.99 (+/-2cm) 278.8 (feet) VERTCON FU1072 ___________________________________________________________________ FU1072 GEOID HEIGHT- -32.92 (meters) GEOID99 FU1072 FU1072 VERT ORDER - THIRD (See Below) FU1072 FU1072.The horizontal coordinates were scaled from a topographic map and have FU1072.an estimated accuracy of +/- 6 seconds. FU1072 FU1072.The NAVD 88 height was computed by applying the VERTCON shift value to FU1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1072.The vertical order pertains to the superseded datum. FU1072 FU1072.The geoid height was determined by GEOID99. FU1072 FU1072; North East Units Estimated Accuracy FU1072;SPC CA 4 - 570,000. 1,975,220. MT (+/- 180 meters Scaled) FU1072 FU1072 SUPERSEDED SURVEY CONTROL FU1072 FU1072 NGVD 29 - 84.17 (m) 276.1 (f) RESET 3 FU1072 FU1072.Superseded values are not recommended for survey control. FU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1072.See file dsdata.txt to determine how the superseded data were derived. FU1072 FU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV948823(NAD 83) FU1072_MARKER: DB = BENCH MARK DISK FU1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1072_STAMPING: B 666 RESET 1974 FU1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1072+STABILITY: SURFACE MOTION FU1072 FU1072 HISTORY - Date Condition Report By FU1072 HISTORY - 1974 MONUMENTED CA-107 FU1072 HISTORY - 1975 GOOD NGS FU1072 FU1072 STATION DESCRIPTION FU1072 FU1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 FU1072'0.2 MI S FROM PIXLEY. FU1072'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION FU1072'AT PIXLEY, THENCE 0.9 MILE EAST ALONG AVENUE 96, 2.5 FEET SOUTHWEST FU1072'OF POWER POLE 2053234E, 40 FEET, MORE OR LESS, NORTH OF CENTERLINE FU1072'OF AVENUE 96, SET IN CONCRETE POST LEVEL WITH GROUND ADJACENT TO FU1072'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2162 *********************************************************************** GT2162 DESIGNATION - C 599 X RESET GT2162 PID - GT2162 GT2162 STATE/COUNTY- CA/TULARE GT2162 USGS QUAD - KAWEAH (1986) GT2162 GT2162 *CURRENT SURVEY CONTROL GT2162 ___________________________________________________________________ GT2162* NAD 83(1986)- 36 25 15. (N) 118 55 06. (W) SCALED GT2162* NAVD 88 - 236.27 (+/-2cm) 775.2 (feet) VERTCON GT2162 ___________________________________________________________________ GT2162 GEOID HEIGHT- -29.56 (meters) GEOID99 GT2162 GT2162 VERT ORDER - THIRD (See Below) GT2162 GT2162.The horizontal coordinates were scaled from a topographic map and have GT2162.an estimated accuracy of +/- 6 seconds. GT2162 GT2162.The NAVD 88 height was computed by applying the VERTCON shift value to GT2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2162.The vertical order pertains to the superseded datum. GT2162 GT2162.The geoid height was determined by GEOID99. GT2162 GT2162; North East Units Estimated Accuracy GT2162;SPC CA 4 - 620,670. 2,007,320. MT (+/- 180 meters Scaled) GT2162 GT2162 SUPERSEDED SURVEY CONTROL GT2162 GT2162 NGVD 29 - 235.37 (m) 772.2 (f) RESET 3 GT2162 GT2162.Superseded values are not recommended for survey control. GT2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2162.See file dsdata.txt to determine how the superseded data were derived. GT2162 GT2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA280323(NAD 83) GT2162_MARKER: DV = VERTICAL CONTROL DISK GT2162_SETTING: 36 = BRIDGE RAIL GT2162_STAMPING: C 599 X RESET 1992 GT2162_MARK LOGO: NGS GT2162_MAGNETIC: N = NO MAGNETIC MATERIAL GT2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT2162 GT2162 HISTORY - Date Condition Report By GT2162 HISTORY - 1992 MONUMENTED CADT GT2162 GT2162 STATION DESCRIPTION GT2162 GT2162'DESCRIBED BY CALTRANS 1992 GT2162'FROM INTERSECTION OF HIGHWAY 198 AND HIGHWAY 216 EAST BOUND ALONG GT2162'HIGHWAY 198, 5.60 MILES (9.01 KM) TO HORSE CREEK BRIDGE, THEN GT2162'CONTINUE 3.55 MILES (5.71 KM) TO CONCRETE BRIDGE 46-27 OVER SOUTH GT2162'FORK KAWEAH RIVER, 16.7 FEET (5.1 M) SOUTH OF CENTERLINE OF HIGHWAY GT2162'198 AND ABOUT 400 FEET (121.9 M) WEST OF INTERSECTION OF HIGHWAY 198 GT2162'AND THREE RIVERS DRIVEWAY, 2.8 FEET (0.9 M) WEST OF EAST END OF GT2162'BRIDGE, 16.7 FEET (5.1 M) SOUTH OF CENTERLINE OF HIGHWAY 198. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2145 *********************************************************************** GT2145 DESIGNATION - G 827 RESET GT2145 PID - GT2145 GT2145 STATE/COUNTY- CA/TULARE GT2145 USGS QUAD - GOSHEN (1969) GT2145 GT2145 *CURRENT SURVEY CONTROL GT2145 ___________________________________________________________________ GT2145* NAD 83(1986)- 36 20 31. (N) 119 23 58. (W) SCALED GT2145* NAVD 88 - 89.13 (+/-2cm) 292.4 (feet) VERTCON GT2145 ___________________________________________________________________ GT2145 GEOID HEIGHT- -31.92 (meters) GEOID99 GT2145 GT2145 VERT ORDER - THIRD (See Below) GT2145 GT2145.The horizontal coordinates were scaled from a topographic map and have GT2145.an estimated accuracy of +/- 6 seconds. GT2145 GT2145.The NAVD 88 height was computed by applying the VERTCON shift value to GT2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2145.The vertical order pertains to the superseded datum. GT2145 GT2145.The geoid height was determined by GEOID99. GT2145 GT2145; North East Units Estimated Accuracy GT2145;SPC CA 4 - 611,990. 1,964,140. MT (+/- 180 meters Scaled) GT2145 GT2145 SUPERSEDED SURVEY CONTROL GT2145 GT2145 NGVD 29 - 88.30 (m) 289.7 (f) RESET 3 GT2145 GT2145.Superseded values are not recommended for survey control. GT2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2145.See file dsdata.txt to determine how the superseded data were derived. GT2145 GT2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA846245(NAD 83) GT2145_MARKER: DV = VERTICAL CONTROL DISK GT2145_SETTING: 31 = CURB GT2145_STAMPING: G 827 RESET 1992 GT2145_MARK LOGO: NGS GT2145_MAGNETIC: N = NO MAGNETIC MATERIAL GT2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2145 GT2145 HISTORY - Date Condition Report By GT2145 HISTORY - 1992 MONUMENTED CA-107 GT2145 GT2145 STATION DESCRIPTION GT2145 GT2145'DESCRIBED BY TULARE COUNTY CALIFORNIA 1992 GT2145'1.7 MILES (2.7 KM) EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT2145'FROM GOSHEN JUNCTION STATION IN GOSHEN, IN TOWNSHIP 18 SOUTH, RANGE GT2145'24 EAST, SECTION 20, 0.9 MILE (1.4 KM) EAST OF THE JUNCTION OF A GT2145'TRACK LEADING SOUTHEAST TO BAKERSFIELD, 0.25 MILE (0.40 KM) WEST OF GT2145'THE INTERSECTION OF ROAD 80, 3 1/4 TELEPHONE POLES WEST OF MILE POLE GT2145'NUMBER 247, AT DIVIDED INTERSECTION, 25.5 FEET (7.8 M) WEST OF THE GT2145'OLD MONUMENT, 32.9 FEET (10.0 M) SOUTH OF THE SOUTH RAIL, 22.7 FEET GT2145'(6.9 M) NORTH OF THE APPROXIMATE CENTER LINE OF AVENUE 304. NOTE-- GT2145'AVENUE 304 IS NOW A DIVIDED ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2148 *********************************************************************** GT2148 DESIGNATION - G 946 RESET GT2148 PID - GT2148 GT2148 STATE/COUNTY- CA/TULARE GT2148 USGS QUAD - SUCCESS DAM (1977) GT2148 GT2148 *CURRENT SURVEY CONTROL GT2148 ___________________________________________________________________ GT2148* NAD 83(1986)- 36 03 07. (N) 118 56 43. (W) SCALED GT2148* NAVD 88 - 165.50 (+/-2cm) 543.0 (feet) VERTCON GT2148 ___________________________________________________________________ GT2148 GEOID HEIGHT- -31.32 (meters) GEOID99 GT2148 GT2148 VERT ORDER - THIRD (See Below) GT2148 GT2148.The horizontal coordinates were scaled from a topographic map and have GT2148.an estimated accuracy of +/- 6 seconds. GT2148 GT2148.The NAVD 88 height was computed by applying the VERTCON shift value to GT2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2148.The vertical order pertains to the superseded datum. GT2148 GT2148.The geoid height was determined by GEOID99. GT2148 GT2148; North East Units Estimated Accuracy GT2148;SPC CA 4 - 579,740. 2,004,930. MT (+/- 180 meters Scaled) GT2148 GT2148 SUPERSEDED SURVEY CONTROL GT2148 GT2148 NGVD 29 - 164.65 (m) 540.2 (f) RESET 3 GT2148 GT2148.Superseded values are not recommended for survey control. GT2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2148.See file dsdata.txt to determine how the superseded data were derived. GT2148 GT2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV247914(NAD 83) GT2148_MARKER: DV = VERTICAL CONTROL DISK GT2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2148_STAMPING: G 946 RESET 1984 GT2148_MARK LOGO: NGS GT2148_MAGNETIC: N = NO MAGNETIC MATERIAL GT2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2148+STABILITY: SURFACE MOTION GT2148 GT2148 HISTORY - Date Condition Report By GT2148 HISTORY - 1984 MONUMENTED NGS GT2148 GT2148 STATION DESCRIPTION GT2148 GT2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2148'0.65 MILE (1.05 KM) SOUTH ALONG MAIN STREET FROM THE PORTERVILLE CITY GT2148'HALL, THENCE 0.55 MILE (0.89 KM) EAST ALONG STATE HIGHWAY 190, THEN GT2148'CONTINUE EAST ALONG DATE STREET FOR 0.5 MILE, THEN 0.15 MILE (0.24 GT2148'KM) NORTH ALONG LEGGETT ROAD, THEN 1 MILE (1.6 KM) EAST ALONG ORANGE GT2148'STREET, THEN 0.95 MILE (1.53 KM) EAST ALONG ROBY AVENUE, THEN 0.45 GT2148'MILE (0.72 KM) SOUTH ALONG DOYLE ROAD, THEN 1.1 MILE (1.8 KM) EAST GT2148'ALONG SPRINGVILLE AVENUE TO THE MARK ON THE RIGHT 34 FEET (10.4 M) GT2148'WEST OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 GT2148'INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1184 *********************************************************************** FU1184 DESIGNATION - H 758 RESET 1973 FU1184 PID - FU1184 FU1184 STATE/COUNTY- CA/TULARE FU1184 USGS QUAD - DELANO EAST (1973) FU1184 FU1184 *CURRENT SURVEY CONTROL FU1184 ___________________________________________________________________ FU1184* NAD 83(1986)- 35 48 17. (N) 119 08 34. (W) SCALED FU1184* NAVD 88 - 138.36 (+/-2cm) 453.9 (feet) VERTCON FU1184 ___________________________________________________________________ FU1184 GEOID HEIGHT- -32.69 (meters) GEOID99 FU1184 FU1184 VERT ORDER - THIRD (See Below) FU1184 FU1184.The horizontal coordinates were scaled from a topographic map and have FU1184.an estimated accuracy of +/- 6 seconds. FU1184 FU1184.The NAVD 88 height was computed by applying the VERTCON shift value to FU1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1184.The vertical order pertains to the superseded datum. FU1184 FU1184.The geoid height was determined by GEOID99. FU1184 FU1184; North East Units Estimated Accuracy FU1184;SPC CA 4 - 552,320. 1,987,090. MT (+/- 180 meters Scaled) FU1184 FU1184 SUPERSEDED SURVEY CONTROL FU1184 FU1184 NGVD 29 - 137.54 (m) 451.2 (f) RESET 3 FU1184 FU1184.Superseded values are not recommended for survey control. FU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1184.See file dsdata.txt to determine how the superseded data were derived. FU1184 FU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV063644(NAD 83) FU1184_MARKER: DB = BENCH MARK DISK FU1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1184_STAMPING: H 758 RESET 1973 FU1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1184+STABILITY: SURFACE MOTION FU1184 FU1184 HISTORY - Date Condition Report By FU1184 HISTORY - 1973 MONUMENTED CA-107 FU1184 FU1184 STATION DESCRIPTION FU1184 FU1184'DESCRIBED BY TULARE COUNTY CALIFORNIA 1973 FU1184'2.4 MI W FROM RICHGROVE. FU1184'0.3 MILES NE. ALONG SOUTHERN PACIFIC COMPANY RAILROAD FROM THE FU1184'RICHGROVE SCHOOL AT RICHGROVE THENCE 2.1 MILES WEST ALONG AVENUE 8, FU1184'2.5 MILES EAST OF JOVISTA AT THE INTERSECTION OF ROAD 192, 38 FU1184'FT SOUTH OF THE CENTERLINE OF AVENUE 8, 2 FT SOUTHEAST OF FU1184'POWER LINE POLE 196501E, 1.3 FT WEST OF A WITNESS POST, SET FU1184'IN TOP OF CONCRETE POST PROJECTING 0.2 ABOVE THE GROUND, NEAR FU1184'N.W. CORNER OF SECTION 35 T. 24 S., R. 26 E., M.D.B. AND M. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2147 *********************************************************************** GT2147 DESIGNATION - K 598 RESET GT2147 PID - GT2147 GT2147 STATE/COUNTY- CA/TULARE GT2147 USGS QUAD - EXETER (1969) GT2147 GT2147 *CURRENT SURVEY CONTROL GT2147 ___________________________________________________________________ GT2147* NAD 83(1986)- 36 18 14. (N) 119 09 13. (W) SCALED GT2147* NAVD 88 - 121.75 (+/-2cm) 399.4 (feet) VERTCON GT2147 ___________________________________________________________________ GT2147 GEOID HEIGHT- -31.24 (meters) GEOID99 GT2147 GT2147 VERT ORDER - THIRD (See Below) GT2147 GT2147.The horizontal coordinates were scaled from a topographic map and have GT2147.an estimated accuracy of +/- 6 seconds. GT2147 GT2147.The NAVD 88 height was computed by applying the VERTCON shift value to GT2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2147.The vertical order pertains to the superseded datum. GT2147 GT2147.The geoid height was determined by GEOID99. GT2147 GT2147; North East Units Estimated Accuracy GT2147;SPC CA 4 - 607,710. 1,986,200. MT (+/- 180 meters Scaled) GT2147 GT2147 SUPERSEDED SURVEY CONTROL GT2147 GT2147 NGVD 29 - 120.93 (m) 396.8 (f) RESET 3 GT2147 GT2147.Superseded values are not recommended for survey control. GT2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2147.See file dsdata.txt to determine how the superseded data were derived. GT2147 GT2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA066198(NAD 83) GT2147_MARKER: DV = VERTICAL CONTROL DISK GT2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2147_STAMPING: K 598 RESET 1987 GT2147_MARK LOGO: NGS GT2147_MAGNETIC: N = NO MAGNETIC MATERIAL GT2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2147+STABILITY: SURFACE MOTION GT2147 GT2147 HISTORY - Date Condition Report By GT2147 HISTORY - 1987 MONUMENTED LOCENG GT2147 GT2147 STATION DESCRIPTION GT2147 GT2147'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 GT2147'1.0 MILE (1.6 KM) NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY GT2147'RAILROAD FROM THE STATION AT EXETER, IN R26E T19S IN THE NORTHEAST GT2147'CORNER OF THE SOUTHEAST QUARTER OF SECTION 4, AT THE CROSSING OF ROAD GT2147'188, 46.1 FEET (14.1 M) SOUTH OF THE SOUTH RAIL, 38.3 FEET (11.7 M) GT2147'WEST OF THE CENTERLINE OF THE ROAD, 15.3 FEET (4.7 M) WESTERLY OF A GT2147'FENCE CORNER POST, 12 FEET (3.7 M) SOUTH OF A WITNESS POST, ABOUT 2.5 GT2147'FEET (0.8 M) LOWER THAN THE TRACK, AND SET IN TOP OF A CONCRETE POST GT2147'PROJECTING 0.4 FOOT (12.2 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3800 *********************************************************************** FU3800 DESIGNATION - K 660 RESET FU3800 PID - FU3800 FU3800 STATE/COUNTY- CA/TULARE FU3800 USGS QUAD - SAUSALITO SCHOOL (1977) FU3800 FU3800 *CURRENT SURVEY CONTROL FU3800 ___________________________________________________________________ FU3800* NAD 83(1986)- 35 57 49. (N) 119 08 34. (W) SCALED FU3800* NAVD 88 - 116.13 (+/-2cm) 381.0 (feet) VERTCON FU3800 ___________________________________________________________________ FU3800 GEOID HEIGHT- -32.40 (meters) GEOID99 FU3800 FU3800 VERT ORDER - THIRD (See Below) FU3800 FU3800.The horizontal coordinates were scaled from a topographic map and have FU3800.an estimated accuracy of +/- 6 seconds. FU3800 FU3800.The NAVD 88 height was computed by applying the VERTCON shift value to FU3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3800.The vertical order pertains to the superseded datum. FU3800 FU3800.The geoid height was determined by GEOID99. FU3800 FU3800; North East Units Estimated Accuracy FU3800;SPC CA 4 - 569,950. 1,987,120. MT (+/- 180 meters Scaled) FU3800 FU3800 SUPERSEDED SURVEY CONTROL FU3800 FU3800 NGVD 29 - 115.31 (m) 378.3 (f) RESET 3 FU3800 FU3800.Superseded values are not recommended for survey control. FU3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3800.See file dsdata.txt to determine how the superseded data were derived. FU3800 FU3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV067820(NAD 83) FU3800_MARKER: DV = VERTICAL CONTROL DISK FU3800_SETTING: 31 = CURB FU3800_STAMPING: K 660 RESET 1992 FU3800_MARK LOGO: NGS FU3800_MAGNETIC: N = NO MAGNETIC MATERIAL FU3800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU3800 FU3800 HISTORY - Date Condition Report By FU3800 HISTORY - 1992 MONUMENTED CA-107 FU3800 FU3800 STATION DESCRIPTION FU3800 FU3800'DESCRIBED BY TULARE COUNTY CALIFORNIA 1992 FU3800'5.6 MILES (9.0 KM) WEST ALONG AVENUE 96 FROM THE SOUTHERN PACIFIC FU3800'COMPANY RAILROAD IN TERRA BELLA, IN THE NORTHEAST QUARTER OF SECTION FU3800'3, TOWNSHIP 23 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, FU3800'205.30 FEET (62.58 M) SOUTH OF BENCH MARK Z 949 1959, AT THE SOUTH FU3800'END OF A CONCRETE BRIDGE OVER DEER CREEK, IN THE TOP OF THE SOUTH END FU3800'OF THE SOUTHWEST CORNER OF BRIDGE, 12 FEET (3.7 M) WEST OF THE CENTER FU3800'LINE OF THE ROAD, AND ABOUT 0.80 FEET (24.38 CM) HIGHER THAN THE FU3800'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1253 *********************************************************************** GT1253 DESIGNATION - KLIEWER GT1253 PID - GT1253 GT1253 STATE/COUNTY- CA/TULARE GT1253 USGS QUAD - ORANGE COVE SOUTH (1966) GT1253 GT1253 *CURRENT SURVEY CONTROL GT1253 ___________________________________________________________________ GT1253* NAD 83(1992)- 36 32 41.75965(N) 119 19 05.07065(W) ADJUSTED GT1253* NAVD 88 - 111.8 (meters) 367. (feet) GPS OBS GT1253 ___________________________________________________________________ GT1253 EPOCH DATE - 1991.35 GT1253 X - -2,512,085.009 (meters) COMP GT1253 Y - -4,473,175.691 (meters) COMP GT1253 Z - 3,776,989.865 (meters) COMP GT1253 LAPLACE CORR- 5.64 (seconds) DEFLEC99 GT1253 ELLIP HEIGHT- 81.12 (meters) GPS OBS GT1253 GEOID HEIGHT- -30.74 (meters) GEOID99 GT1253 GT1253 HORZ ORDER - B GT1253 VERT ORDER - THIRD (See Below) GT1253 ELLP ORDER - FOURTH CLASS II GT1253 GT1253.The horizontal coordinates were established by GPS observations GT1253.and adjusted by the National Geodetic Survey in May 1992. GT1253.The horizontal coordinates are valid at the epoch date displayed above. GT1253.The epoch date for horizontal control is a decimal equivalence GT1253.of Year/Month/Day. GT1253 GT1253.The orthometric height was determined by GPS observations and a GT1253.high-resolution geoid model. GT1253.The vertical order pertains to the superseded datum. GT1253 GT1253.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1253 GT1253.The Laplace correction was computed from DEFLEC99 derived deflections. GT1253 GT1253.The ellipsoidal height was determined by GPS observations GT1253.and is referenced to NAD 83. GT1253 GT1253.The geoid height was determined by GEOID99. GT1253 GT1253; North East Units Scale Converg. GT1253;SPC CA 4 - 634,487.817 1,971,521.479 MT 0.99994175 -0 11 23.1 GT1253;SPC CA 4 - 2,081,648.78 6,468,233.39 sFT 0.99994175 -0 11 23.1 GT1253;UTM 11 - 4,046,892.396 292,507.561 MT 1.00013046 -1 22 50.9 GT1253 GT1253: Primary Azimuth Mark Grid Az GT1253:SPC CA 4 - D 936 161 14 14.1 GT1253:UTM 11 - D 936 162 25 41.9 GT1253 GT1253|---------------------------------------------------------------------| GT1253| PID Reference Object Distance Geod. Az | GT1253| dddmmss.s | GT1253| GT1867 BEAR MTN TV STATION KMJ MAST APPROX.22.5 KM 0081307.3 | GT1253| GT1252 B 936 9.897 METERS 07456 | GT1253| GT1251 D 936 1610251.0 | GT1253| GT1254 KLIEWER RM 3 9.697 METERS 19626 | GT1253| DA8222 KLIEWER RM 1 24.146 METERS 34102 | GT1253|---------------------------------------------------------------------| GT1253 GT1253 SUPERSEDED SURVEY CONTROL GT1253 GT1253 NAD 83(1986)- 36 32 41.75705(N) 119 19 05.06823(W) AD(1984.00) 2 GT1253 NAD 27 - 36 32 41.94000(N) 119 19 01.64790(W) AD( ) 2 GT1253 NGVD 29 - 110.98 (m) 364.1 (f) RESET 3 GT1253 GT1253.Superseded values are not recommended for survey control. GT1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1253.See file dsdata.txt to determine how the superseded data were derived. GT1253 GT1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9250846892(NAD 83) GT1253_MARKER: DS = TRIANGULATION STATION DISK GT1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1253_STAMPING: KLIEWER 1962 GT1253_MARK LOGO: CGS GT1253_MAGNETIC: N = NO MAGNETIC MATERIAL GT1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1253+STABILITY: SURFACE MOTION GT1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1253+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2001 GT1253 GT1253 HISTORY - Date Condition Report By GT1253 HISTORY - 1962 MONUMENTED CGS GT1253 HISTORY - 1974 SEE DESCRIPTION NGS GT1253 HISTORY - 1974 GOOD NGS GT1253 HISTORY - 19910513 GOOD NGS GT1253 HISTORY - 19930326 GOOD NOS GT1253 HISTORY - 19930329 GOOD CADT GT1253 HISTORY - 19940113 GOOD NGS GT1253 HISTORY - 20011219 GOOD CADT GT1253 GT1253 STATION DESCRIPTION GT1253 GT1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) GT1253'STATION IS ON THE PROPERTY OWNED BY MR. KLIEWER. IT IS NEAR GT1253'THE NORTH END OF THE ALTA AIRFIELD, ABOUT 1-3/4 MILES WEST GT1253'OF OROSI, 2 MILES NORTHWEST OF CUTLER AND 5-1/2 MILES SOUTH GT1253'OF ORANGE COVE. GT1253' GT1253'TO REACH FROM THE POST OFFICE IN OROSI. GO NORTH ON STATE GT1253'HIGHWAY 63 FOR 0.05 MILE TO A FOUR-WAY STOP. TURN LEFT, GT1253'WEST ON AVENUE 416 FOR 1.4 MILES TO ROAD 116. (TO REACH GT1253'BENCH MARK D 936, TURN LEFT, SOUTH ON ROAD 116 FOR 0.4 MILE GT1253'TO THE SOUTH END OF THE ALTA AIRFIELD. TURN RIGHT, WEST GT1253'FOR 0.1 MILE TO THE WEST SIDE OF GENE DUERKSENS HANGER AND GT1253'BENCH MARK D 936.) CONTINUE AHEAD, WEST ON AVENUE 416 FOR GT1253'0.25 MILE TO THE INTERSECTION OF ROAD 114 AND THE STATION GT1253'IN THE SOUTHEAST ANGLE OF THE INTERSECTION. GT1253' GT1253'STATION MARKS ARE STANDARD DISK, STAMPED KLIEWER 1962. THE GT1253'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE GT1253'POST PROJECTING 2 INCHES. IT IS 36 FEET SOUTH OF THE CENTERLINE GT1253'OF AVENUE 416, 35 FEET WEST OF THE NORTHWEST CORNER OF THE GT1253'AIRSTRIP, 34 FEET SOUTHWEST OF TELEPHONE LINE POLE NUMBER GT1253'10, 19 FEET EAST OF THE CENTERLINE OF ROAD 114, 11.5 FEET GT1253'SOUTHEAST OF A FENCE CORNER POST WITH A TRIANGLE BLAZE ON GT1253'THE NORTH SIDE AND 4 FEET NORTH OF A WITNESS POST. GT1253' GT1253'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KLIEWER NO 1 1962, GT1253'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING GT1253'8 INCHES. IT IS 39 FEET NORTH OF THE CENTERLINE OF AVENUE GT1253'416, 19 FEET EAST OF THE CENTERLINE OF ROAD 114, 1 FOOT GT1253'NORTHEAST OF A POWERLINE POLE AND ABOUT 2 FEET HIGHER THAN GT1253'THE STATION. GT1253' GT1253'BENCH MARK B 936 IS A STANDARD DISK, STAMPED B 936 1958, GT1253'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST FLUSH WITH GT1253'THE GROUND. IT IS 51 FEET EAST OF THE CENTERLINE OF ROAD GT1253'114, 27 FEET SOUTH OF AVENUE 416, 8 FEET NORTH OF THE NORTHWEST GT1253'CORNER OF THE AIRSTRIP, 4 FEET SOUTH OF THE TELEPHONE LINE GT1253'POLE, 2 FEET WEST OF A WITNESS POST AND ABOUT THE SAME ELEVATION GT1253'AS THE STATION. GT1253' GT1253'BENCH MARK D 936 IS A STANDARD DISK, STAMPED D 936 1958, GT1253'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING GT1253'4 INCHES. IT IS 172 FEET SOUTHWEST OF THE WEST CORNER OF GT1253'GENE DUERKSENS HANGER, 72 FEET EAST OF THE CENTER OF THE GT1253'EAST RUNWAY, 25 FEET WEST OF A METAL WIND INDICATOR AND 2 GT1253'FEET NORTHWEST OF A WITNESS POST. GT1253 GT1253 STATION RECOVERY (1974) GT1253 GT1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) GT1253'THE STATION MARK, REFERENCE MARK 2 (BM B 936), AND AZIMUTH GT1253'MARK (BM D 936) WERE RECOVERED IN GOOD CONDITION. THE DIRECTION GT1253'TO REFERENCE MARK 2 MEASURED ON THIS DATE AGREED WITH THE GT1253'1962 MEASUREMENT BUT THE DISTANCE TO REFERENCE MARK 2 MEASURED GT1253'ON THIS DATE WAS 20 MM. SHORTER THAN THE 1962 MEASUREMENT. GT1253'REFERENCE MARK 1 WAS FOUND GRADED OUT OF THE GROUND SO IT GT1253'WAS RESET AS REFERENCE MARK 3 ON THIS DATE. THE 1962 GT1253'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- GT1253' GT1253'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED GT1253'KLIEWER NO 3 1962 1974 SET IN THE TOP OF A 12-INCH-SQUARE GT1253'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS GT1253'67.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND LANE GT1253'OF AVENUE 416, 39.0 FEET SOUTHWEST OF A WHITE RUNWAY LIGHT GT1253'NEAR THE NORTHWEST CORNER OF A PAVED AIRPORT RUNWAY, 14.0 GT1253'FEET EAST OF THE CENTER LINE OF AN ENTRANCE ROAD LEADING GT1253'SOUTH TO A FARMHOUSE, AND 1.0 FOOT EAST OF A NORTH-SOUTH BOARD GT1253'FENCE. GT1253' GT1253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 GT1253'MILES W OF OROSI GT1253 GT1253 STATION RECOVERY (1974) GT1253 GT1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 GT1253'1.8 MI W FROM OROSI. GT1253'1.8 MILES WEST ALONG AVENUE 416 (EL MONTE WAY) FROM THE GT1253'INTERSECTION OF ROAD 128 (PALM AVENUE) AT OROSI, AT THE NORTHWEST GT1253'END OF ALTA AIRPORT, 36 FEET SOUTH OF THE CENTER LINE OF THE GT1253'EAST-BOUND LANE OF AVENUE 416, 35 FEET WEST OF THE NORTHWEST GT1253'CORNER OF A PAVED RUNWAY, 32.4 FEET WEST-SOUTHWEST OF BENCH MARK GT1253'B 936, 19 FEET EAST OF THE CENTER LINE OF AN ENTRANCE ROAD GT1253'LEADING SOUTH TO A FARMHOUSE, 11.5 FEET SOUTHEAST OF A FENCE GT1253'CORNER, 4.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE GT1253'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GT1253'GROUND. SECTION 13, T16S, R24E. GT1253 GT1253 STATION RECOVERY (1991) GT1253 GT1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GT1253'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH OF ORANGE GROVE, 2 GT1253'MI (3.2 KM) NORTHWEST OF CUTLER, 1.75 MI (2.82 KM) WEST OF OROSI AND GT1253'NEAR THE NORTH END OF ALTA AIRFIELD. OWNERSHIP--MR KLIEWER. GT1253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 (ROAD 128) GT1253'AND AVE 416 (COUNTY ROAD J 40) IN THE CENTER OF OROSI, GO NORTHWEST GT1253'ON AVE 416 FOR 1.75 MI (2.82 KM) TO THE JUNCTION OF ROAD 114 AND THE GT1253'STATION ON THE LEFT. GT1253'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 12 INCH SQUARE GT1253'CONCRETE MONUMENT PROJECTING 2 INCHES. LOCATED 58.5 FT (17.8 M) GT1253'SOUTHEAST OF A SECTION CORNER HIGHWAY WELL, 45.5 FT (13.9 M) EAST OF GT1253'THE EXTENDED CENTERLINE OF ROAD 114, 36 FT (11.0 M) SOUTH OF THE GT1253'WHITE STRIPE OF EASTBOUND AVE 416 AND 32.2 FT (9.8 M) EAST OF A 4 X 8 GT1253'FOOT CONCRETE IRRIGATION STRUCTURE. GT1253'TIES TO BENCH MARK. LOCATED 77.5 FT (23.6 M) EAST OF THE CENTERLINE GT1253'OF ROAD 114, 32.5 FT (9.9 M) EAST OF THE STATION AND 27 FT (8.2 M) GT1253'SOUTH OF THE WHITE STRIPE OF EASTBOUND AVE 416. GT1253 GT1253 STATION RECOVERY (1993) GT1253 GT1253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) GT1253'RECOVERED AS DESCRIBED. GT1253 GT1253 STATION RECOVERY (1993) GT1253 GT1253'RECOVERY NOTE BY CALTRANS 1993 (DAB) GT1253'RECOVERED AS DESCRIBED. GT1253 GT1253 STATION RECOVERY (1994) GT1253 GT1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GT1253'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF ORANGE GROVE, 3 GT1253'KM (1.9 MI) NORTHWEST OF CUTLER, 3 KM (1.9 MI) WEST OF OROSI, AND NEAR GT1253'THE THE NORTH END OF ALTA AIRFIELD. OWNERSHIP--CALIFORNIA DEPARTMENT GT1253'OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 63 GT1253'(ROAD 128) AND AVENUE 416 (COUNTY ROAD J-40) IN THE CENTER OF OROSI, GT1253'GO WEST ON AVENUE 416 FOR 2.8 KM (1.7 MI) TO THE JUNCTION OF ROAD 114 GT1253'ON THE RIGHT AND THE STATION ON THE LEFT. STATION MARK IS A STANDARD GT1253'CGS TRIANGULATION DISK SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST GT1253'FLUSH WITH THE GROUND. IT IS 17.8 M (58.4 FT) SOUTHEAST OF A SECTION GT1253'CORNER HIGHWAY WELL, 13.9 M (45.6 FT) EAST OF THE EXTENDED CENTER OF GT1253'ROAD 114, 10.60 M (34.78 FT) SOUTH OF AND 0.6 M (2.0 FT) BELOW THE GT1253'CENTERLINE OFTHE EASTBOUND LANE OF AVENUE 416, 9.8 M (32.2 FT) EAST OF GT1253'A 4 X 8 FOOT CONCRETE IRRIGATION STRUCTURE, 1.2 M (3.9 FT) NORTH OF A GT1253'METAL WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS GT1253'POST. GT1253 GT1253 STATION RECOVERY (2001) GT1253 GT1253'RECOVERY NOTE BY CALTRANS 2001 (BSJ) GT1253'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1254 *********************************************************************** GT1254 DESIGNATION - KLIEWER RM 3 GT1254 PID - GT1254 GT1254 STATE/COUNTY- CA/TULARE GT1254 USGS QUAD - ORANGE COVE SOUTH (1966) GT1254 GT1254 *CURRENT SURVEY CONTROL GT1254 ___________________________________________________________________ GT1254* NAD 83(1986)- 36 32 41. (N) 119 19 05. (W) SCALED GT1254* NAVD 88 - 111.79 (+/-2cm) 366.8 (feet) VERTCON GT1254 ___________________________________________________________________ GT1254 GEOID HEIGHT- -30.74 (meters) GEOID99 GT1254 GT1254 VERT ORDER - THIRD (See Below) GT1254 GT1254.The horizontal coordinates were scaled from a topographic map and have GT1254.an estimated accuracy of +/- 6 seconds. GT1254 GT1254.The NAVD 88 height was computed by applying the VERTCON shift value to GT1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1254.The vertical order pertains to the superseded datum. GT1254 GT1254.The geoid height was determined by GEOID99. GT1254 GT1254; North East Units Estimated Accuracy GT1254;SPC CA 4 - 634,460. 1,971,520. MT (+/- 180 meters Scaled) GT1254 GT1254 SUPERSEDED SURVEY CONTROL GT1254 GT1254 NGVD 29 - 110.98 (m) 364.1 (f) RESET 3 GT1254 GT1254.Superseded values are not recommended for survey control. GT1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1254.See file dsdata.txt to determine how the superseded data were derived. GT1254 GT1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA925468(NAD 83) GT1254_MARKER: DB = BENCH MARK DISK GT1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1254_STAMPING: KLIEWER NO 3 1962 1974 GT1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1254+STABILITY: SURFACE MOTION GT1254 GT1254 HISTORY - Date Condition Report By GT1254 HISTORY - 1974 MONUMENTED NGS GT1254 GT1254 STATION DESCRIPTION GT1254 GT1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GT1254'1.8 MI W FROM OROSI. GT1254'1.8 MILES WEST ALONG AVENUE 416 (EL MONTE WAY) FROM THE GT1254'INTERSECTION OF ROAD 128 (PALM AVENUE) AT OROSI, AT THE NORTHWEST GT1254'END OF ALTA AIRPORT, 67.5 FEET SOUTH OF THE CENTER LINE OF THE GT1254'EAST-BOUND LANE OF AVENUE 416, 39.0 FEET SOUTHWEST OF A WHITE GT1254'RUNWAY LIGHT NEAR THE NORTHWEST CORNER OF A PAVED RUNWAY, 31.8 GT1254'FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION KLIEWER, 14.0 FEET GT1254'EAST OF THE CENTER LINE OF AN ENTRANCE ROAD LEADING SOUTH TO A GT1254'FARMHOUSE, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A GT1254'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2160 *********************************************************************** GT2160 DESIGNATION - P 458 RESET GT2160 PID - GT2160 GT2160 STATE/COUNTY- CA/TULARE GT2160 USGS QUAD - GOSHEN (1969) GT2160 GT2160 *CURRENT SURVEY CONTROL GT2160 ___________________________________________________________________ GT2160* NAD 83(1986)- 36 19 38. (N) 119 25 17. (W) SCALED GT2160* NAVD 88 - 86.98 (+/-2cm) 285.4 (feet) VERTCON GT2160 ___________________________________________________________________ GT2160 GEOID HEIGHT- -32.06 (meters) GEOID99 GT2160 GT2160 VERT ORDER - THIRD (See Below) GT2160 GT2160.The horizontal coordinates were scaled from a topographic map and have GT2160.an estimated accuracy of +/- 6 seconds. GT2160 GT2160.The NAVD 88 height was computed by applying the VERTCON shift value to GT2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2160.The vertical order pertains to the superseded datum. GT2160 GT2160.The geoid height was determined by GEOID99. GT2160 GT2160; North East Units Estimated Accuracy GT2160;SPC CA 4 - 610,370. 1,962,170. MT (+/- 180 meters Scaled) GT2160 GT2160 SUPERSEDED SURVEY CONTROL GT2160 GT2160 NGVD 29 - 86.15 (m) 282.6 (f) RESET 3 GT2160 GT2160.Superseded values are not recommended for survey control. GT2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2160.See file dsdata.txt to determine how the superseded data were derived. GT2160 GT2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA826229(NAD 83) GT2160_MARKER: DV = VERTICAL CONTROL DISK GT2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2160_STAMPING: P 458 RESET 1990 GT2160_MARK LOGO: NGS GT2160_MAGNETIC: N = NO MAGNETIC MATERIAL GT2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2160+STABILITY: SURFACE MOTION GT2160 GT2160 HISTORY - Date Condition Report By GT2160 HISTORY - 1990 MONUMENTED CADT GT2160 GT2160 STATION DESCRIPTION GT2160 GT2160'DESCRIBED BY CALTRANS 1990 GT2160'2.0 MILES (3.2 KM) SOUTHEAST ALONG SOUTHERN PACIFIC COMPANY RAILROAD GT2160'FROM THE GOSHEN JUNCTION STATION IN GOSHEN, THENCE 0.5 MILES GT2160'(0.8 KM) WEST ALONG THE ABANDONDED PORTION OF SIERRA BOULEVARD (AVE GT2160'296), THENCE 0.4 MILE (0.6 KM) ALONG STATE ROUTE 198 (AVE 296), IN GT2160'R33E T18S S 25, AT THE INTERSECTION OF ROAD 68 (14TH AVE WEST), 0.9 GT2160'MILE (1.4 KM) WEST OF BENCH MARK 286.597 (CGS), NEAR A OVERHEAD SIGN GT2160'STRUCTURE, 128 FEET (39.0 M) EAST OF THE CENTERLINE OF ROAD 68, 35 GT2160'DEG SOUTH OF CENTERLINE OF ROUTE 198, 4 DEG EAST OF NORTHEAST BOLT OF GT2160'OVERHEAD SIGN STRUCTURE BASE, MARK PROJECTS 4 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1203 *********************************************************************** FU1203 DESIGNATION - P 758 RESET 1973 FU1203 PID - FU1203 FU1203 STATE/COUNTY- CA/TULARE FU1203 USGS QUAD - DELANO EAST (1973) FU1203 FU1203 *CURRENT SURVEY CONTROL FU1203 ___________________________________________________________________ FU1203* NAD 83(1986)- 35 50 46. (N) 119 08 35. (W) SCALED FU1203* NAVD 88 - 128.76 (+/-2cm) 422.4 (feet) VERTCON FU1203 ___________________________________________________________________ FU1203 GEOID HEIGHT- -32.61 (meters) GEOID99 FU1203 FU1203 VERT ORDER - THIRD (See Below) FU1203 FU1203.The horizontal coordinates were scaled from a topographic map and have FU1203.an estimated accuracy of +/- 6 seconds. FU1203 FU1203.The NAVD 88 height was computed by applying the VERTCON shift value to FU1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1203.The vertical order pertains to the superseded datum. FU1203 FU1203.The geoid height was determined by GEOID99. FU1203 FU1203; North East Units Estimated Accuracy FU1203;SPC CA 4 - 556,910. 1,987,080. MT (+/- 180 meters Scaled) FU1203 FU1203 SUPERSEDED SURVEY CONTROL FU1203 FU1203 NGVD 29 - 127.94 (m) 419.7 (f) RESET 3 FU1203 FU1203.Superseded values are not recommended for survey control. FU1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1203.See file dsdata.txt to determine how the superseded data were derived. FU1203 FU1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV064690(NAD 83) FU1203_MARKER: DB = BENCH MARK DISK FU1203_SETTING: 36 = BRIDGE FU1203_STAMPING: P 758 RESET 1973 FU1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU1203 FU1203 HISTORY - Date Condition Report By FU1203 HISTORY - 1973 MONUMENTED CA-107 FU1203 FU1203 STATION DESCRIPTION FU1203 FU1203'DESCRIBED BY TULARE COUNTY CALIFORNIA 1973 FU1203'5.6 MI NE FROM RICHGROVE. FU1203'3.5 MILES NORTH ALONG ROAD 176 (22 1/2) FROM THE SOUTHERN FU1203'PACIFIC COMPANY RR STATION AT JOVISTA, THENCE 2.0 MILES E. FU1203'ALONG AVENUE 32 (5E), THENCE 0.1 MILE ALONG ROAD 192 (24 1/2 N), FU1203'AT THE SOUTH END OF THE CONCRETE BRIDGE OVER WHITE RIVER, IN FU1203'THE TOP OF THE SW WINGWALL, 22 1/2 FEET WEST OF THE CENTERLINE FU1203'OF THE ROAD, LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3809 *********************************************************************** FU3809 DESIGNATION - P 88 RESET FU3809 PID - FU3809 FU3809 STATE/COUNTY- CA/TULARE FU3809 USGS QUAD - PIXLEY (1969) FU3809 FU3809 *CURRENT SURVEY CONTROL FU3809 ___________________________________________________________________ FU3809* NAD 83(1986)- 35 54 46. (N) 119 16 51. (W) SCALED FU3809* NAVD 88 - 81.66 (+/-2cm) 267.9 (feet) VERTCON FU3809 ___________________________________________________________________ FU3809 GEOID HEIGHT- -33.03 (meters) GEOID99 FU3809 FU3809 VERT ORDER - THIRD (See Below) FU3809 FU3809.The horizontal coordinates were scaled from a topographic map and have FU3809.an estimated accuracy of +/- 6 seconds. FU3809 FU3809.The NAVD 88 height was computed by applying the VERTCON shift value to FU3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3809.The vertical order pertains to the superseded datum. FU3809 FU3809.The geoid height was determined by GEOID99. FU3809 FU3809; North East Units Estimated Accuracy FU3809;SPC CA 4 - 564,330. 1,974,650. MT (+/- 180 meters Scaled) FU3809 FU3809 SUPERSEDED SURVEY CONTROL FU3809 FU3809 NGVD 29 - 80.84 (m) 265.2 (f) RESET 3 FU3809 FU3809.Superseded values are not recommended for survey control. FU3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3809.See file dsdata.txt to determine how the superseded data were derived. FU3809 FU3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV941766(NAD 83) FU3809_MARKER: DV = VERTICAL CONTROL DISK FU3809_SETTING: 38 = BRIDGE ABUTMENT FU3809_STAMPING: P 88 RESET 1979 FU3809_MARK LOGO: NGS FU3809_MAGNETIC: N = NO MAGNETIC MATERIAL FU3809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3809 FU3809 HISTORY - Date Condition Report By FU3809 HISTORY - 1979 MONUMENTED NGS FU3809 FU3809 STATION DESCRIPTION FU3809 FU3809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FU3809'2.0 MILES (3.2 KM) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD AND FU3809'STATE HIGHWAY 99 FROM THE STATION IN EARLIMART, IN R25E, T23S, S21, FU3809'AT THE SOUTHWEST CORNER OF THE NORTH-BOUND HIGHWAY BRIDGE SPANNING FU3809'DEER CREEK, CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE FU3809'SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 48.0 FU3809'FEET (14.6 M) SOUTH OF THE CENTER OF THE BRIDGE, 16.5 FEET (5.0 M) FU3809'WEST OF THE CENTER OF THE TWO NORTH-BOUND HIGHWAY LANES, 3.7 FEET FU3809'(1.1 M) NORTH OF A HIGHWAY WITNESS POST WITH PADDLE AND 0.3 FOOT (9.1 FU3809'CM) WEST OF A METAL GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1076 *********************************************************************** FU1076 DESIGNATION - Q 829 RESET 1974 FU1076 PID - FU1076 FU1076 STATE/COUNTY- CA/TULARE FU1076 USGS QUAD - PIXLEY (1969) FU1076 FU1076 *CURRENT SURVEY CONTROL FU1076 ___________________________________________________________________ FU1076* NAD 83(1986)- 35 57 50. (N) 119 17 09. (W) SCALED FU1076* NAVD 88 - 82.48 (+/-2cm) 270.6 (feet) VERTCON FU1076 ___________________________________________________________________ FU1076 GEOID HEIGHT- -32.97 (meters) GEOID99 FU1076 FU1076 VERT ORDER - THIRD (See Below) FU1076 FU1076.The horizontal coordinates were scaled from a topographic map and have FU1076.an estimated accuracy of +/- 6 seconds. FU1076 FU1076.The NAVD 88 height was computed by applying the VERTCON shift value to FU1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1076.The vertical order pertains to the superseded datum. FU1076 FU1076.The geoid height was determined by GEOID99. FU1076 FU1076; North East Units Estimated Accuracy FU1076;SPC CA 4 - 570,010. 1,974,220. MT (+/- 180 meters Scaled) FU1076 FU1076 SUPERSEDED SURVEY CONTROL FU1076 FU1076 NGVD 29 - 81.66 (m) 267.9 (f) RESET 3 FU1076 FU1076.Superseded values are not recommended for survey control. FU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1076.See file dsdata.txt to determine how the superseded data were derived. FU1076 FU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV938823(NAD 83) FU1076_MARKER: DB = BENCH MARK DISK FU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1076_STAMPING: Q 829 RESET 1974 FU1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1076+STABILITY: SURFACE MOTION FU1076 FU1076 HISTORY - Date Condition Report By FU1076 HISTORY - 1975 MONUMENTED CA-107 FU1076 FU1076 STATION DESCRIPTION FU1076 FU1076'DESCRIBED BY TULARE COUNTY CALIFORNIA 1975 FU1076'0.2 MI S FROM PIXLEY. FU1076'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE FU1076'STATION AT PIXLEY, THENCE 0.3 MILE EAST ALONG AVENUE 96, AT THE FU1076'INTERSECTION OF ROAD 128 (ELM ST.) 35 FEET EAST OF THE CENTERLINE FU1076'OF ROAD 128, 38 FEET NORTH OF THE CENTERLINE OF AVENUE 96, 1 FOOT FU1076'SOUTHWEST OF POWER POLE 2053248E, ADJACENT TO A WITNESS POST, FU1076'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF A CONCRETE FU1076'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2163 *********************************************************************** GT2163 DESIGNATION - R 458 RESET GT2163 PID - GT2163 GT2163 STATE/COUNTY- CA/TULARE GT2163 USGS QUAD - GOSHEN (1969) GT2163 GT2163 *CURRENT SURVEY CONTROL GT2163 ___________________________________________________________________ GT2163* NAD 83(1986)- 36 19 39. (N) 119 27 27. (W) SCALED GT2163* NAVD 88 - 83.00 (+/-2cm) 272.3 (feet) VERTCON GT2163 ___________________________________________________________________ GT2163 GEOID HEIGHT- -32.16 (meters) GEOID99 GT2163 GT2163 VERT ORDER - THIRD (See Below) GT2163 GT2163.The horizontal coordinates were scaled from a topographic map and have GT2163.an estimated accuracy of +/- 6 seconds. GT2163 GT2163.The NAVD 88 height was computed by applying the VERTCON shift value to GT2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2163.The vertical order pertains to the superseded datum. GT2163 GT2163.The geoid height was determined by GEOID99. GT2163 GT2163; North East Units Estimated Accuracy GT2163;SPC CA 4 - 610,410. 1,958,920. MT (+/- 180 meters Scaled) GT2163 GT2163 SUPERSEDED SURVEY CONTROL GT2163 GT2163 NGVD 29 - 82.17 (m) 269.6 (f) RESET 3 GT2163 GT2163.Superseded values are not recommended for survey control. GT2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2163.See file dsdata.txt to determine how the superseded data were derived. GT2163 GT2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA794230(NAD 83) GT2163_MARKER: DV = VERTICAL CONTROL DISK GT2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2163_STAMPING: R 458 RESET 1990 GT2163_MARK LOGO: NGS GT2163_MAGNETIC: N = NO MAGNETIC MATERIAL GT2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2163+STABILITY: SURFACE MOTION GT2163 GT2163 HISTORY - Date Condition Report By GT2163 HISTORY - 1990 MONUMENTED CADT GT2163 GT2163 STATION DESCRIPTION GT2163 GT2163'DESCRIBED BY CALTRANS 1990 GT2163'1.9 MILES (3.1 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM GT2163'THE GOSHEN JUNCTION IN GOSHEN, THENCE 2.9 MILES (4.7 KM) WEST ALONG GT2163'STATE HIGHWAY 198, AT THE T-INTERSECTION OF ROAD 52 LEADING NORTH AND GT2163'ROUTE 198, 40 FEET (12.2 M) SOUTH OF CENTERLINE OF ROUTE 198, 23 FEET GT2163'(7.0 M) WEST OF CENTERLINE OF ROAD 52 (PROJECTED), 32 FEET (9.8 M) GT2163'NORTH OF WELL PUMP, 75 FEET (22.9 M) WEST OF WALNUT TREE, 2.0 FEET GT2163'(0.6 M) WEST OF POWER POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2155 *********************************************************************** GT2155 DESIGNATION - S 930 RESET GT2155 PID - GT2155 GT2155 STATE/COUNTY- CA/TULARE GT2155 USGS QUAD - VISALIA (1969) GT2155 GT2155 *CURRENT SURVEY CONTROL GT2155 ___________________________________________________________________ GT2155* NAD 83(1986)- 36 19 38. (N) 119 18 49. (W) SCALED GT2155* NAVD 88 - 91.58 (+/-2cm) 300.5 (feet) VERTCON GT2155 ___________________________________________________________________ GT2155 GEOID HEIGHT- -31.71 (meters) GEOID99 GT2155 GT2155 VERT ORDER - THIRD (See Below) GT2155 GT2155.The horizontal coordinates were scaled from a topographic map and have GT2155.an estimated accuracy of +/- 6 seconds. GT2155 GT2155.The NAVD 88 height was computed by applying the VERTCON shift value to GT2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2155.The vertical order pertains to the superseded datum. GT2155 GT2155.The geoid height was determined by GEOID99. GT2155 GT2155; North East Units Estimated Accuracy GT2155;SPC CA 4 - 610,330. 1,971,840. MT (+/- 180 meters Scaled) GT2155 GT2155 SUPERSEDED SURVEY CONTROL GT2155 GT2155 NGVD 29 - 90.75 (m) 297.7 (f) RESET 3 GT2155 GT2155.Superseded values are not recommended for survey control. GT2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2155.See file dsdata.txt to determine how the superseded data were derived. GT2155 GT2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA923227(NAD 83) GT2155_MARKER: DV = VERTICAL CONTROL DISK GT2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2155_STAMPING: S 930 RESET 1988 GT2155_MARK LOGO: NGS GT2155_MAGNETIC: N = NO MAGNETIC MATERIAL GT2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2155+STABILITY: SURFACE MOTION GT2155 GT2155 HISTORY - Date Condition Report By GT2155 HISTORY - 1988 MONUMENTED LOCENG GT2155 GT2155 STATION DESCRIPTION GT2155 GT2155'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 GT2155'IN VISALIA, AT THE INTERSECTION OF STATE HIGHWAY 198 AND MOONEY GT2155'BOULEVARD, IN R24E T18S S25, AT THE COURTHOUSE, 0.15 MILES (0.24 KM) GT2155'WEST ALONG BURREL AVENUE FROM THE CENTERLINE OF MOONEY BOULEVARD, 56 GT2155'FEET (17.1 M) SOUTH OF THE CENTERLINE OF BURREL AVENUE, 2.0 FEET (0.6 GT2155'M) NORTH OF STATE HIGHWAY 198 RIGHT OF WAY CHAIN LINK FENCE, 25.2 GT2155'FEET (7.7 M) SOUTH OF THE CENTER OF BELL MANHOLE, 14.7 FEET (4.5 M) GT2155'SOUTHWEST OF THE NORTHWEST CORNER OF A 7 FOOT (2.1 M) BY 4 FOOT (1.2 GT2155'M) CONCRETE VAULT, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GT2155'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2159 *********************************************************************** GT2159 DESIGNATION - T 949 RESET GT2159 PID - GT2159 GT2159 STATE/COUNTY- CA/TULARE GT2159 USGS QUAD - TAYLOR WEIR (1969) GT2159 GT2159 *CURRENT SURVEY CONTROL GT2159 ___________________________________________________________________ GT2159* NAD 83(1986)- 36 00 26. (N) 119 29 23. (W) SCALED GT2159* NAVD 88 - 61.86 (+/-2cm) 203.0 (feet) VERTCON GT2159 ___________________________________________________________________ GT2159 GEOID HEIGHT- -33.57 (meters) GEOID99 GT2159 GT2159 VERT ORDER - THIRD (See Below) GT2159 GT2159.The horizontal coordinates were scaled from a topographic map and have GT2159.an estimated accuracy of +/- 6 seconds. GT2159 GT2159.The NAVD 88 height was computed by applying the VERTCON shift value to GT2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2159.The vertical order pertains to the superseded datum. GT2159 GT2159.The geoid height was determined by GEOID99. GT2159 GT2159; North East Units Estimated Accuracy GT2159;SPC CA 4 - 574,890. 1,955,850. MT (+/- 180 meters Scaled) GT2159 GT2159 SUPERSEDED SURVEY CONTROL GT2159 GT2159 NGVD 29 - 61.02 (m) 200.2 (f) RESET 3 GT2159 GT2159.Superseded values are not recommended for survey control. GT2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2159.See file dsdata.txt to determine how the superseded data were derived. GT2159 GT2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV756876(NAD 83) GT2159_MARKER: DV = VERTICAL CONTROL DISK GT2159_SETTING: 31 = CURB GT2159_STAMPING: T 949 RESET 1977 GT2159_MARK LOGO: NGS GT2159_MAGNETIC: N = NO MAGNETIC MATERIAL GT2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2159 GT2159 HISTORY - Date Condition Report By GT2159 HISTORY - 1977 MONUMENTED NGS GT2159 GT2159 STATION DESCRIPTION GT2159 GT2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 GT2159'1.4 MILES (2.3 KM) NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE GT2159'RAILWAY AND STATE HIGHWAY 43 FROM THE STATION IN ANGIOLA, 475 FEET GT2159'(144.8 M) WEST OF THE INTERSECTION OF THE HIGHWAY AND AVENUE 120, 400 GT2159'FEET (121.9 M) WEST OF THE AVENUE 120 RAILROAD CROSSING, 12.5 FEET GT2159'(3.8 M) NORTH OF THE CENTER OF THE AVENUE, 12.5 FEET (3.8 M) WEST OF GT2159'THE CENTER OF IRRIGATION CANAL BRIDGE 36.01, IN THE TOP OF THE GT2159'NORTHWEST END OF THE NORTH CONCRETE CURB OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0849 *********************************************************************** GT0849 DESIGNATION - U 87 RESET GT0849 PID - GT0849 GT0849 STATE/COUNTY- CA/TULARE GT0849 USGS QUAD - GOSHEN (1969) GT0849 GT0849 *CURRENT SURVEY CONTROL GT0849 ___________________________________________________________________ GT0849* NAD 83(1986)- 36 17 44. (N) 119 23 02. (W) SCALED GT0849* NAVD 88 - 91.23 (+/-2cm) 299.3 (feet) VERTCON GT0849 ___________________________________________________________________ GT0849 GEOID HEIGHT- -32.08 (meters) GEOID99 GT0849 GT0849 VERT ORDER - THIRD (See Below) GT0849 GT0849.The horizontal coordinates were scaled from a topographic map and have GT0849.an estimated accuracy of +/- 6 seconds. GT0849 GT0849.The NAVD 88 height was computed by applying the VERTCON shift value to GT0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0849.The vertical order pertains to the superseded datum. GT0849 GT0849.The geoid height was determined by GEOID99. GT0849 GT0849; North East Units Estimated Accuracy GT0849;SPC CA 4 - 606,840. 1,965,520. MT (+/- 180 meters Scaled) GT0849 GT0849 SUPERSEDED SURVEY CONTROL GT0849 GT0849 NGVD 29 - 90.41 (m) 296.6 (f) RESET 3 GT0849 GT0849.Superseded values are not recommended for survey control. GT0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0849.See file dsdata.txt to determine how the superseded data were derived. GT0849 GT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA859193(NAD 83) GT0849_MARKER: DB = BENCH MARK DISK GT0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0849_STAMPING: U 87 RESET 1948 GT0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0849+STABILITY: SURFACE MOTION GT0849 GT0849 HISTORY - Date Condition Report By GT0849 HISTORY - 1948 MONUMENTED CGS GT0849 HISTORY - 1959 MARK NOT FOUND NGS GT0849 GT0849 STATION DESCRIPTION GT0849 GT0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 GT0849'4.5 MI SE FROM GOSHEN. GT0849'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN GT0849'PACIFIC CO. RAILROAD STATION AT GOSHEN, TULARE COUNTY, 2.6 GT0849'MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 198, AT SURVEY GT0849'STATION 300+75 TUL 4 F, 54 FT. SOUTHEAST OF THE SOUTH END OF THE GT0849'EAST HEAD WALL OF A CONCRETE CULVERT STA. 301+32, 94 FEET GT0849'NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND TRAFFIC GT0849'LANE, 2 FEET WEST OF THE RIGHT OF WAY FENCE, AND NEAR A 2 BY 8 GT0849'INCH WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED U 87 GT0849'RESET 1948 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1265 *********************************************************************** GT1265 DESIGNATION - V 670 RESET GT1265 PID - GT1265 GT1265 STATE/COUNTY- CA/TULARE GT1265 USGS QUAD - REEDLEY (1981) GT1265 GT1265 *CURRENT SURVEY CONTROL GT1265 ___________________________________________________________________ GT1265* NAD 83(1986)- 36 32 44. (N) 119 23 53. (W) SCALED GT1265* NAVD 88 - 102.02 (+/-2cm) 334.7 (feet) VERTCON GT1265 ___________________________________________________________________ GT1265 GEOID HEIGHT- -31.04 (meters) GEOID99 GT1265 GT1265 VERT ORDER - THIRD (See Below) GT1265 GT1265.The horizontal coordinates were scaled from a topographic map and have GT1265.an estimated accuracy of +/- 6 seconds. GT1265 GT1265.The NAVD 88 height was computed by applying the VERTCON shift value to GT1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1265.The vertical order pertains to the superseded datum. GT1265 GT1265.The geoid height was determined by GEOID99. GT1265 GT1265; North East Units Estimated Accuracy GT1265;SPC CA 4 - 634,580. 1,964,360. MT (+/- 180 meters Scaled) GT1265 GT1265 SUPERSEDED SURVEY CONTROL GT1265 GT1265 NGVD 29 - 101.22 (m) 332.1 (f) RESET 3 GT1265 GT1265.Superseded values are not recommended for survey control. GT1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1265.See file dsdata.txt to determine how the superseded data were derived. GT1265 GT1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA853471(NAD 83) GT1265_MARKER: DB = BENCH MARK DISK GT1265_SETTING: 30 = DROP GATE GT1265_STAMPING: V 670 RESET 1968 GT1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT1265 GT1265 HISTORY - Date Condition Report By GT1265 HISTORY - 1968 MONUMENTED CGS GT1265 GT1265 STATION DESCRIPTION GT1265 GT1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 GT1265'0.4 MI NW FROM DINUBA. GT1265'0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT1265'FROM THE STATION AT DINUBA, AT THE CROSSING OF EL MONTE WAY, GT1265'SET IN THE TOP OF THE NORTHEAST SECTION OF A 22-FOOT WIDE AND GT1265'5-FOOT DEEP CONCRETE DROP GATE ACROSS THE ALTA IRRIGATION DITCH, GT1265'86 FEET SOUTH OF THE CENTERLINE OF EL MONTE WAY, 58.8 FEET GT1265'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 25.0 FEET SOUTHWEST GT1265'OF A TELEGRAPH POLE, 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF GT1265'THE DROP GATE, AND ABOUT THE SAME ELEVATION AS THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU0952 *********************************************************************** FU0952 DESIGNATION - Y 456 RESET 1973 FU0952 PID - FU0952 FU0952 STATE/COUNTY- CA/TULARE FU0952 USGS QUAD - DUCOR (1969) FU0952 FU0952 *CURRENT SURVEY CONTROL FU0952 ___________________________________________________________________ FU0952* NAD 83(1986)- 35 58 41. (N) 119 02 44. (W) SCALED FU0952* NAVD 88 - 140.52 (+/-2cm) 461.0 (feet) VERTCON FU0952 ___________________________________________________________________ FU0952 GEOID HEIGHT- -32.03 (meters) GEOID99 FU0952 FU0952 VERT ORDER - THIRD (See Below) FU0952 FU0952.The horizontal coordinates were scaled from a topographic map and have FU0952.an estimated accuracy of +/- 6 seconds. FU0952 FU0952.The NAVD 88 height was computed by applying the VERTCON shift value to FU0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU0952.The vertical order pertains to the superseded datum. FU0952 FU0952.The geoid height was determined by GEOID99. FU0952 FU0952; North East Units Estimated Accuracy FU0952;SPC CA 4 - 571,540. 1,995,890. MT (+/- 180 meters Scaled) FU0952 FU0952 SUPERSEDED SURVEY CONTROL FU0952 FU0952 NGVD 29 - 139.69 (m) 458.3 (f) RESET 3 FU0952 FU0952.Superseded values are not recommended for survey control. FU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU0952.See file dsdata.txt to determine how the superseded data were derived. FU0952 FU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV155834(NAD 83) FU0952_MARKER: DB = BENCH MARK DISK FU0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU0952_STAMPING: Y 456 RESET 1973 FU0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU0952+STABILITY: SURFACE MOTION FU0952 FU0952 HISTORY - Date Condition Report By FU0952 HISTORY - 1975 MONUMENTED CA-107 FU0952 HISTORY - 19980104 MARK NOT FOUND USPSQD FU0952 FU0952 STATION DESCRIPTION FU0952 FU0952'DESCRIBED BY TULARE COUNTY CALIFORNIA 1975 FU0952'1 MI N FROM TERRA BELLA. FU0952'1.0 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE FU0952'STATION AT TERRA BELLA, 385 FT PLUS OR MINUS SOUTH OF THE CENTER FU0952'OF THE CROSSING OF AVENUE 104, 41.2 FEET WEST OF THE WEST RAIL, FU0952'2.00 FEET NORTH OF TELEGRAPH POLE, AND SET IN TOP OF CONCRETE POST FU0952'LEVEL WITH GROUND AND NEXT TO A WITNESS POST. FU0952 FU0952 STATION RECOVERY (1998) FU0952 FU0952'RECOVERY NOTE BY US POWER SQUADRON 1998 FU0952'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1074 *********************************************************************** FU1074 DESIGNATION - Y 759 RESET 1974 FU1074 PID - FU1074 FU1074 STATE/COUNTY- CA/TULARE FU1074 USGS QUAD - PIXLEY (1969) FU1074 FU1074 *CURRENT SURVEY CONTROL FU1074 ___________________________________________________________________ FU1074* NAD 83(1986)- 35 57 51. (N) 119 16 36. (W) SCALED FU1074* NAVD 88 - 84.22 (+/-2cm) 276.3 (feet) VERTCON FU1074 ___________________________________________________________________ FU1074 GEOID HEIGHT- -32.93 (meters) GEOID99 FU1074 FU1074 VERT ORDER - THIRD (See Below) FU1074 FU1074.The horizontal coordinates were scaled from a topographic map and have FU1074.an estimated accuracy of +/- 6 seconds. FU1074 FU1074.The NAVD 88 height was computed by applying the VERTCON shift value to FU1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1074.The vertical order pertains to the superseded datum. FU1074 FU1074.The geoid height was determined by GEOID99. FU1074 FU1074; North East Units Estimated Accuracy FU1074;SPC CA 4 - 570,040. 1,975,040. MT (+/- 180 meters Scaled) FU1074 FU1074 SUPERSEDED SURVEY CONTROL FU1074 FU1074 NGVD 29 - 83.40 (m) 273.6 (f) RESET 3 FU1074 FU1074.Superseded values are not recommended for survey control. FU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1074.See file dsdata.txt to determine how the superseded data were derived. FU1074 FU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV947823(NAD 83) FU1074_MARKER: DB = BENCH MARK DISK FU1074_SETTING: 0 = UNSPECIFIED SETTING FU1074_STAMPING: Y 759 RESET 1974 FU1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU1074 FU1074 HISTORY - Date Condition Report By FU1074 HISTORY - 1975 MONUMENTED CA-107 FU1074 FU1074 STATION DESCRIPTION FU1074 FU1074'DESCRIBED BY TULARE COUNTY CALIFORNIA 1975 FU1074'0.2 MI S FROM PIXLEY. FU1074'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE FU1074'STATION AT PIXLEY, THENCE 0.8 MILE EAST ALONG AVENUE 96, 38 FEET FU1074'NORTH OF THE CENTERLINE OF AVENUE 96, 2.5 FEET SOUTHWEST OF POWER FU1074'POLE 1992098E, ADJACENT TO A WITNESS POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0633 *********************************************************************** GT0633 DESIGNATION - Y 827 RESET GT0633 PID - GT0633 GT0633 STATE/COUNTY- CA/TULARE GT0633 USGS QUAD - TULARE (1969) GT0633 GT0633 *CURRENT SURVEY CONTROL GT0633 ___________________________________________________________________ GT0633* NAD 83(1986)- 36 09 10. (N) 119 19 28. (W) SCALED GT0633* NAVD 88 - 82.29 (+/-2cm) 270.0 (feet) VERTCON GT0633 ___________________________________________________________________ GT0633 GEOID HEIGHT- -32.51 (meters) GEOID99 GT0633 GT0633 VERT ORDER - THIRD (See Below) GT0633 GT0633.This mark is at Mefford Field Airport (TLR) GT0633 GT0633.The horizontal coordinates were scaled from a topographic map and have GT0633.an estimated accuracy of +/- 6 seconds. GT0633 GT0633.The NAVD 88 height was computed by applying the VERTCON shift value to GT0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0633.The vertical order pertains to the superseded datum. GT0633 GT0633.The geoid height was determined by GEOID99. GT0633 GT0633; North East Units Estimated Accuracy GT0633;SPC CA 4 - 590,980. 1,970,800. MT (+/- 180 meters Scaled) GT0633 GT0633 SUPERSEDED SURVEY CONTROL GT0633 GT0633 NGVD 29 - 81.46 (m) 267.3 (f) RESET 3 GT0633 GT0633.Superseded values are not recommended for survey control. GT0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0633.See file dsdata.txt to determine how the superseded data were derived. GT0633 GT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA908033(NAD 83) GT0633_MARKER: DB = BENCH MARK DISK GT0633_SETTING: 30 = PUMP BASE GT0633_STAMPING: Y 827 RESET 1975 GT0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0633 GT0633 HISTORY - Date Condition Report By GT0633 HISTORY - 1975 MONUMENTED NGS GT0633 GT0633 STATION DESCRIPTION GT0633 GT0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GT0633'4.5 MI SE FROM TULARE. GT0633'3.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GT0633'THE DEPOT AT TULARE, THENCE 0.3 MILE EAST ALONG AVENUE 200 TO THE GT0633'EAST SIDE OF STATE HIGHWAY 99, THENCE 0.2 MILE EAST ON THE GT0633'AIRPORT ACCESS ROAD TO THE NORTH-SOUTH RUNWAY, THENCE 0.1 MILE GT0633'SOUTH TO THE 4TH HANGAR NORTH OF THE SOUTH END OF THE AIRPORT, IN GT0633'THE SOUTHWEST QUARTER OF SECTION 25, T 24E, T20S, CEMENTED IN A GT0633'DRILL HOLE 0.8 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF A OF THE GT0633'TOP OF A CONCRETE FUEL PUMP BASE THAT MEASURES 20 FEET BY 4 FEET GT0633'AND PROJECTS 2 INCHES ABOVE THE SURROUNDING CONCRETE COVERED GT0633'GROUND SURFACE. IT IS 9.0 FEET SOUTHWEST OF THE SOUTHEAST GT0633'CORNER OF THE VALLEY AVIATION AIRCRAFT HANGER, 6.0 FEET EAST GT0633'OF THE EAST ONE OF THREE FUEL PUMPS AND 6.0 FEET SOUTHWEST OF GT0633'THE WEST EDGE OF A STEEL ENTRANCE DOOR INTO THE HANGER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0601 *********************************************************************** GT0601 DESIGNATION - Y 87 RESET GT0601 PID - GT0601 GT0601 STATE/COUNTY- CA/TULARE GT0601 USGS QUAD - TULARE (1969) GT0601 GT0601 *CURRENT SURVEY CONTROL GT0601 ___________________________________________________________________ GT0601* NAD 83(1986)- 36 12 29. (N) 119 20 53. (W) SCALED GT0601* NAVD 88 - 87.50 (+/-2cm) 287.1 (feet) VERTCON GT0601 ___________________________________________________________________ GT0601 GEOID HEIGHT- -32.35 (meters) GEOID99 GT0601 GT0601 VERT ORDER - THIRD (See Below) GT0601 GT0601.The horizontal coordinates were scaled from a topographic map and have GT0601.an estimated accuracy of +/- 6 seconds. GT0601 GT0601.The NAVD 88 height was computed by applying the VERTCON shift value to GT0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0601.The vertical order pertains to the superseded datum. GT0601 GT0601.The geoid height was determined by GEOID99. GT0601 GT0601; North East Units Estimated Accuracy GT0601;SPC CA 4 - 597,120. 1,968,700. MT (+/- 180 meters Scaled) GT0601 GT0601 SUPERSEDED SURVEY CONTROL GT0601 GT0601 NGVD 29 - 86.68 (m) 284.4 (f) RESET 3 GT0601 GT0601.Superseded values are not recommended for survey control. GT0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0601.See file dsdata.txt to determine how the superseded data were derived. GT0601 GT0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA889095(NAD 83) GT0601_MARKER: DB = BENCH MARK DISK GT0601_SETTING: 30 = CURB GT0601_STAMPING: Y 87 RESET 1975 GT0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0601 GT0601 HISTORY - Date Condition Report By GT0601 HISTORY - 1975 MONUMENTED NGS GT0601 GT0601 STATION DESCRIPTION GT0601 GT0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GT0601'AT TULARE. GT0601'AT TULARE, IN THE NORTHWEST QUADRANT OF THE CROSSROAD INTERSECTION GT0601'OF TULARE AND J STREETS, 200 FEET EAST OF THE RAILROAD CROSSING OF GT0601'THE SOUTHERN PACIFIC COMPANY RAILROAD AND TULARE STREET, 49.0 GT0601'FEET WEST OF THE CENTER OF J STREET, 27.5 FEET NORTH OF THE GT0601'CENTER OF TULARE STREET, 2.0 FEET SOUTHWEST OF THE SOUTHWEST GT0601'CORNER OF A TRAFFIC SIGNAL CONTROL BOX AND CEMENTED IN A DRILL GT0601'HOLE IN THE TOP OF THE NORTH CONCRETE CURB OF TULARE STREET. GT0601'SECTION 11, T20S, R 24E.