1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1144 *********************************************************************** GT1144 HT_MOD - This is a Height Modernization Survey Station. GT1144 DESIGNATION - A 931 GT1144 PID - GT1144 GT1144 STATE/COUNTY- CA/TULARE GT1144 USGS QUAD - IVANHOE (1969) GT1144 GT1144 *CURRENT SURVEY CONTROL GT1144 ___________________________________________________________________ GT1144* NAD 83(1998)- 36 28 15.85016(N) 119 08 32.32243(W) ADJUSTED GT1144* NAVD 88 - 162.10 (meters) 531.8 (feet) GPS OBS GT1144 ___________________________________________________________________ GT1144 EPOCH DATE - 2004.50 GT1144 X - -2,500,745.617 (meters) COMP GT1144 Y - -4,485,155.508 (meters) COMP GT1144 Z - 3,770,431.661 (meters) COMP GT1144 LAPLACE CORR- 6.54 (seconds) DEFLEC99 GT1144 ELLIP HEIGHT- 131.67 (meters) (06/30/05) GPS OBS GT1144 GEOID HEIGHT- -30.39 (meters) GEOID03 GT1144 GT1144 HORZ ORDER - B GT1144 VERT ORDER - FIRST CLASS I (See Below) GT1144 ELLP ORDER - FOURTH CLASS I GT1144 GT1144.The horizontal coordinates were established by GPS observations GT1144.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1144.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1144.DATUM ITEM on the data sheet items page. GT1144.The horizontal coordinates are valid at the epoch date displayed above. GT1144.The epoch date for horizontal control is a decimal equivalence GT1144.of Year/Month/Day. GT1144 GT1144.The orthometric height was determined by GPS observations and a GT1144.high-resolution geoid model using precise GPS observation and GT1144.processing techniques. GT1144.The vertical order pertains to the NGVD 29 superseded value. GT1144 GT1144.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1144 GT1144.The Laplace correction was computed from DEFLEC99 derived deflections. GT1144 GT1144.The ellipsoidal height was determined by GPS observations GT1144.and is referenced to NAD 83. GT1144 GT1144.The geoid height was determined by GEOID03. GT1144 GT1144; North East Units Scale Factor Converg. GT1144;SPC CA 4 - 626,254.030 1,987,246.103 MT 0.99994439 -0 05 05.6 GT1144;SPC CA 4 - 2,054,635.10 6,519,823.26 sFT 0.99994439 -0 05 05.6 GT1144;UTM 11 - 4,038,332.558 308,060.116 MT 1.00005392 -1 16 25.7 GT1144 GT1144! - Elev Factor x Scale Factor = Combined Factor GT1144!SPC CA 4 - 0.99997934 x 0.99994439 = 0.99992373 GT1144!UTM 11 - 0.99997934 x 1.00005392 = 1.00003325 GT1144 GT1144 SUPERSEDED SURVEY CONTROL GT1144 GT1144 NAD 83(1994)- 36 28 15.84543(N) 119 08 32.31313(W) AD( ) 1 GT1144 NAD 83(1992)- 36 28 15.84543(N) 119 08 32.31313(W) AD(1991.35) 1 GT1144 NAD 83(1986)- 36 28 15.84165(N) 119 08 32.31095(W) AD(1984.00) 1 GT1144 NGVD 29 (??/??/92) 161.203 (m) 528.88 (f) ADJ UNCH 1 1 GT1144 GT1144.Superseded values are not recommended for survey control. GT1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1144.See file dsdata.txt to determine how the superseded data were derived. GT1144 GT1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0806038333(NAD 83) GT1144_MARKER: DB = BENCH MARK DISK GT1144_SETTING: 66 = SET IN ROCK OUTCROP GT1144_SP_SET: ROCK FORMATION GT1144_STAMPING: A 931 1957 GT1144_MARK LOGO: CGS GT1144_MAGNETIC: N = NO MAGNETIC MATERIAL GT1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GT1144+STABILITY: POSITION/ELEVATION WELL GT1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1144+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT1144 GT1144 HISTORY - Date Condition Report By GT1144 HISTORY - 1957 MONUMENTED CGS GT1144 HISTORY - 1958 GOOD NGS GT1144 HISTORY - 1972 GOOD NGS GT1144 HISTORY - 19890910 GOOD SUNRIS GT1144 HISTORY - 20040519 GOOD CADT GT1144 GT1144 STATION DESCRIPTION GT1144 GT1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GT1144'12.6 MI SE FROM EAST OROSI. GT1144'8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE GT1144'RAILWAY FROM THE STATION AT EAST OROSI, THENCE 1.5 MILES NORTH GT1144'ALONG ROAD 172, THENCE 2.9 MILES EAST ALONG AVENUE 376, 1.1 GT1144'MILES WEST OF ELDERWOOD, IN R26E T17S S10, AT MUD SPRING GAP, GT1144'IN THE TOP OF AND NEAR THE SOUTHWEST CORNER OF A MASSIVE SLOPING GT1144'GRANITE FORMATION, 94 1/2 FEET NORTHWEST OF THE CENTER LINE GT1144'OF THE AVENUE, 93.0 FEET NORTH OF THE NORTHWEST END OF 12-INCH GT1144'CORRUGATED METAL PIPE CULVERT B 9.02, 2 1/2 FEET NORTH OF THE GT1144'SOUTH EDGE OF THE FORMATION, ABOUT 5 FEET HIGHER THAN THE GT1144'AVENUE, AND ABOUT 1/2 FOOT ABOVE THE GROUND. IT IS BELIEVED GT1144'THAT THIS MARK IS AT A STABLE LOCATION AND IT SHOULD SERVE GT1144'AS AN ANCHOR BENCH MARK. GT1144 GT1144 STATION RECOVERY (1972) GT1144 GT1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1144'RECOVERED IN GOOD CONDITION. GT1144 GT1144 STATION RECOVERY (1989) GT1144 GT1144'RECOVERY NOTE BY SUNRISE GEODETIC 1989 GT1144'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 210 AND GT1144'2245 IN TULARE COUNTY CA. GO WEST ALONG HIGHWAY 201 FOR 1.1 MILES AND GT1144'THE STATION ON THE LEFT. GT1144'THE STATION IS LOCATED ON A MASSIVE ROCK OUTCROPPING ON THE WEST SIDE GT1144'OF STATE HIGHWAY 201 WHERE THE HIGHWAY TURNS TO A NORTH SOUTH GT1144'DIRECTION. THE MONUMENT IS APPROXIMATELY 90 FEET WEST OF THE GT1144'CENTERLINE OF HWY 210. THE MONUMENT IS A STANDARD 3 1/2 INCH GT1144'DIAMETER BRONZE DISC EPOXIED INTO A DRILL HOLE SET FLUSH WITH THE GT1144'ROCK OUTCROP. GT1144 GT1144 STATION RECOVERY (2004) GT1144 GT1144'RECOVERY NOTE BY CALTRANS 2004 (GC) GT1144'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT1144'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1144'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6683 *********************************************************************** DH6683 HT_MOD - This is a Height Modernization Survey Station. DH6683 DESIGNATION - BARSUGLIA DH6683 PID - DH6683 DH6683 STATE/COUNTY- CA/TULARE DH6683 USGS QUAD - WAUKENA (1954) DH6683 DH6683 *CURRENT SURVEY CONTROL DH6683 ___________________________________________________________________ DH6683* NAD 83(1998)- 36 10 39.67547(N) 119 30 39.00677(W) ADJUSTED DH6683* NAVD 88 - 69.32 (meters) 227.4 (feet) GPS OBS DH6683 ___________________________________________________________________ DH6683 EPOCH DATE - 2004.50 DH6683 X - -2,539,003.429 (meters) COMP DH6683 Y - -4,485,693.869 (meters) COMP DH6683 Z - 3,744,145.969 (meters) COMP DH6683 LAPLACE CORR- 4.59 (seconds) DEFLEC99 DH6683 ELLIP HEIGHT- 36.32 (meters) (06/30/05) GPS OBS DH6683 GEOID HEIGHT- -32.96 (meters) GEOID03 DH6683 DH6683 HORZ ORDER - B DH6683 ELLP ORDER - FOURTH CLASS I DH6683 DH6683.The horizontal coordinates were established by GPS observations DH6683.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6683.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6683.DATUM ITEM on the data sheet items page. DH6683.The horizontal coordinates are valid at the epoch date displayed above. DH6683.The epoch date for horizontal control is a decimal equivalence DH6683.of Year/Month/Day. DH6683 DH6683.The orthometric height was determined by GPS observations and a DH6683.high-resolution geoid model using precise GPS observation and DH6683.processing techniques. DH6683 DH6683.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6683 DH6683.The Laplace correction was computed from DEFLEC99 derived deflections. DH6683 DH6683.The ellipsoidal height was determined by GPS observations DH6683.and is referenced to NAD 83. DH6683 DH6683.The geoid height was determined by GEOID03. DH6683 DH6683; North East Units Scale Factor Converg. DH6683;SPC CA 4 - 593,813.115 1,954,046.300 MT 0.99997116 -0 18 17.1 DH6683;SPC CA 4 - 1,948,201.86 6,410,900.24 sFT 0.99997116 -0 18 17.1 DH6683;UTM 11 - 4,006,578.595 274,191.029 MT 1.00022831 -1 28 57.9 DH6683 DH6683! - Elev Factor x Scale Factor = Combined Factor DH6683!SPC CA 4 - 0.99999430 x 0.99997116 = 0.99996546 DH6683!UTM 11 - 0.99999430 x 1.00022831 = 1.00022261 DH6683 DH6683 SUPERSEDED SURVEY CONTROL DH6683 DH6683.No superseded survey control is available for this station. DH6683 DH6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7419106579(NAD 83) DH6683_MARKER: DD = SURVEY DISK DH6683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6683_SP_SET: RETAINING WALL DH6683_STAMPING: BARSUGLIA 2004 DH6683_MARK LOGO: CADT DH6683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6683+STABILITY: SURFACE MOTION DH6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6683+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 DH6683 DH6683 HISTORY - Date Condition Report By DH6683 HISTORY - 20031023 MONUMENTED CADT DH6683 DH6683 STATION DESCRIPTION DH6683 DH6683'DESCRIBED BY CALTRANS 2003 (CG) DH6683'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF THE CITY OF VISALIA DH6683'AND ABOUT 4.5 MILES NORTHEAST OF THE CITY OF CORCORAN. FROM THE DH6683'INTERSECTION OF STATE ROUTE 198 AND STATE ROUTE 43 (ABOUT 16 MILES DH6683'WEST OF VISALIA), GO SOUTH 8.0 MILES ON STATE ROUTE 43 TO KANSAS DH6683'AVENUE. GO LEFT (EAST) 5.1 MILES ON KANSAS AVENUE TO ROAD 28. GO DH6683'RIGHT (SOUTH) 2.3 MILES ON ROAD 28 TO THE STATION ON THE RIGHT DH6683'(WEST). THE STATION IS A 2.5 INCH ALUMINUM CAP SET FLUSH IN TOP OF DH6683'EXISTING HEADWALL STAMPED BARSUGLIA 2004. THE STATION IS 34.4 FT DH6683'WEST OF THE CENTERLINE OF ROAD 28, 15.1 FT SOUTHEAST OF A PUMP AND DH6683'12.5 FT SOUTHEAST OF A SERVICE POLE. THE MONUMENT IS IN THE HEADWALL DH6683'OF AN IRRIGATION CANAL GATE, THE CANAL RUNS FROM THE EAST AND UNDER DH6683'THE ROAD, THEN TURNS SOUTH AS IT GOES INTO THE GATE AFTER WHICH IT DH6683'PARALLELS THE WEST EDGE OF PAVEMENT OF ROAD 28. THIS STATION WAS DH6683'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION DH6683'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6684 *********************************************************************** DH6684 HT_MOD - This is a Height Modernization Survey Station. DH6684 DESIGNATION - BRANCH DH6684 PID - DH6684 DH6684 STATE/COUNTY- CA/TULARE DH6684 USGS QUAD - TRAVER (1977) DH6684 DH6684 *CURRENT SURVEY CONTROL DH6684 ___________________________________________________________________ DH6684* NAD 83(1998)- 36 23 50.31341(N) 119 27 07.73195(W) ADJUSTED DH6684* NAVD 88 - 83.52 (meters) 274.0 (feet) GPS OBS DH6684 ___________________________________________________________________ DH6684 EPOCH DATE - 2004.50 DH6684 X - -2,527,321.660 (meters) COMP DH6684 Y - -4,475,743.655 (meters) COMP DH6684 Z - 3,763,798.930 (meters) COMP DH6684 LAPLACE CORR- 5.67 (seconds) DEFLEC99 DH6684 ELLIP HEIGHT- 51.66 (meters) (06/30/05) GPS OBS DH6684 GEOID HEIGHT- -31.82 (meters) GEOID03 DH6684 DH6684 HORZ ORDER - B DH6684 ELLP ORDER - FOURTH CLASS I DH6684 DH6684.The horizontal coordinates were established by GPS observations DH6684.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6684.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6684.DATUM ITEM on the data sheet items page. DH6684.The horizontal coordinates are valid at the epoch date displayed above. DH6684.The epoch date for horizontal control is a decimal equivalence DH6684.of Year/Month/Day. DH6684 DH6684.The orthometric height was determined by GPS observations and a DH6684.high-resolution geoid model using precise GPS observation and DH6684.processing techniques. DH6684 DH6684.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6684 DH6684.The Laplace correction was computed from DEFLEC99 derived deflections. DH6684 DH6684.The ellipsoidal height was determined by GPS observations DH6684.and is referenced to NAD 83. DH6684 DH6684.The geoid height was determined by GEOID03. DH6684 DH6684; North East Units Scale Factor Converg. DH6684;SPC CA 4 - 618,155.541 1,959,440.391 MT 0.99994867 -0 16 11.1 DH6684;SPC CA 4 - 2,028,065.30 6,428,597.35 sFT 0.99994867 -0 16 11.1 DH6684;UTM 11 - 4,030,810.711 280,087.599 MT 1.00019589 -1 27 20.3 DH6684 DH6684! - Elev Factor x Scale Factor = Combined Factor DH6684!SPC CA 4 - 0.99999189 x 0.99994867 = 0.99994056 DH6684!UTM 11 - 0.99999189 x 1.00019589 = 1.00018778 DH6684 DH6684 SUPERSEDED SURVEY CONTROL DH6684 DH6684.No superseded survey control is available for this station. DH6684 DH6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8008830811(NAD 83) DH6684_MARKER: DD = SURVEY DISK DH6684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6684_SP_SET: HEADWALL DH6684_STAMPING: BRANCH 2004 DH6684_MARK LOGO: CADT DH6684_MAGNETIC: N = NO MAGNETIC MATERIAL DH6684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6684+STABILITY: SURFACE MOTION DH6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6684+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 DH6684 DH6684 HISTORY - Date Condition Report By DH6684 HISTORY - 20040518 MONUMENTED CADT DH6684 DH6684 STATION DESCRIPTION DH6684 DH6684'DESCRIBED BY CALTRANS 2004 (AO) DH6684'THE STATION IS ABOUT 10 MILES NORTHWEST OF THE CITY OF VISALIA, AND DH6684'ABOUT 9 MILES SOUTHEAST OF THE TOWN OF KINGSBURG. TO REACH THE DH6684'STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AN STATE HIGHWAY DH6684'198, ABOUT 6 MILES WEST OF THE CITY OF VISALIA, GO NORTH ON HWY 99 DH6684'FOR 1.8 MILES TO THE BETTY DRIVE OFFRAMP, GO LEFT (WEST) ON BETTY DR. DH6684'FOR 0.1 MILES TO THE INTERSECTION OF BETTY DR. AND ROAD 68, GO LEFT DH6684'(SOUTH) ON ROAD 68 ABOUT 500 FT TO AVENUE 308, GO RIGHT (WEST) ON DH6684'AVENUE 308 FOR 0.7 MILES TO ROAD 60, GO RIGHT (NORTH) ALONG ROAD 60, A DH6684'FRONTAGE ROAD FOR HWY 99, FOR 3.4 MILES TO THE STATION ON THE RIGHT DH6684'(EAST). THE MONUMENT IS A 2 INCH BRASS DISK STAMPED BRANCH 2004, SET DH6684'FLUSH ON THE SOUTH END OF A HEADWALL, 6.8 METERS EAST OF CENTERLINE DH6684'OF ROAD 60, 44.0 METERS SOUTH OF THE ALIGNMENT OF A DIRT ROAD LEFT DH6684'(WEST), 27.6 METERS NORTH OF AN EUCALYPTUS TREE, 7.0 METERS WEST OF DH6684'THE WEST EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF HWY 99. THIS DH6684'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6684'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6685 *********************************************************************** DH6685 HT_MOD - This is a Height Modernization Survey Station. DH6685 DESIGNATION - CARTMILL DH6685 PID - DH6685 DH6685 STATE/COUNTY- CA/TULARE DH6685 USGS QUAD - TULARE (1969) DH6685 DH6685 *CURRENT SURVEY CONTROL DH6685 ___________________________________________________________________ DH6685* NAD 83(1998)- 36 14 05.12196(N) 119 21 15.27266(W) ADJUSTED DH6685* NAVD 88 - 88.02 (meters) 288.8 (feet) GPS OBS DH6685 ___________________________________________________________________ DH6685 EPOCH DATE - 2004.50 DH6685 X - -2,524,908.315 (meters) COMP DH6685 Y - -4,489,369.711 (meters) COMP DH6685 Z - 3,749,267.136 (meters) COMP DH6685 LAPLACE CORR- 5.47 (seconds) DEFLEC99 DH6685 ELLIP HEIGHT- 55.75 (meters) (06/30/05) GPS OBS DH6685 GEOID HEIGHT- -32.23 (meters) GEOID03 DH6685 DH6685 HORZ ORDER - B DH6685 ELLP ORDER - FOURTH CLASS I DH6685 DH6685.The horizontal coordinates were established by GPS observations DH6685.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6685.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6685.DATUM ITEM on the data sheet items page. DH6685.The horizontal coordinates are valid at the epoch date displayed above. DH6685.The epoch date for horizontal control is a decimal equivalence DH6685.of Year/Month/Day. DH6685 DH6685.The orthometric height was determined by GPS observations and a DH6685.high-resolution geoid model using precise GPS observation and DH6685.processing techniques. DH6685 DH6685.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6685 DH6685.The Laplace correction was computed from DEFLEC99 derived deflections. DH6685 DH6685.The ellipsoidal height was determined by GPS observations DH6685.and is referenced to NAD 83. DH6685 DH6685.The geoid height was determined by GEOID03. DH6685 DH6685; North East Units Scale Factor Converg. DH6685;SPC CA 4 - 600,081.901 1,968,156.350 MT 0.99996392 -0 12 40.8 DH6685;SPC CA 4 - 1,968,768.70 6,457,192.96 sFT 0.99996392 -0 12 40.8 DH6685;UTM 11 - 4,012,556.955 288,430.281 MT 1.00015155 -1 23 31.6 DH6685 DH6685! - Elev Factor x Scale Factor = Combined Factor DH6685!SPC CA 4 - 0.99999125 x 0.99996392 = 0.99995517 DH6685!UTM 11 - 0.99999125 x 1.00015155 = 1.00014280 DH6685 DH6685 SUPERSEDED SURVEY CONTROL DH6685 DH6685.No superseded survey control is available for this station. DH6685 DH6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8843012557(NAD 83) DH6685_MARKER: DD = SURVEY DISK DH6685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6685_SP_SET: HEADWALL DH6685_STAMPING: CARTMILL 2004 DH6685_MARK LOGO: CADT DH6685_MAGNETIC: N = NO MAGNETIC MATERIAL DH6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6685+STABILITY: SURFACE MOTION DH6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6685+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004 DH6685 DH6685 HISTORY - Date Condition Report By DH6685 HISTORY - 20040513 MONUMENTED CADT DH6685 DH6685 STATION DESCRIPTION DH6685 DH6685'DESCRIBED BY CALTRANS 2004 (HB) DH6685'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF THE CITY OF VISALIA DH6685'ON THE NORTHERN EDGE OF THE CITY OF TULARE. TO REACH THE STATION DH6685'FROM THE INTERSECTION OF STATE ROUTE 99 AND STATE ROUTE 198, ABOUT 6 DH6685'MILES WEST OF VISALIA, GO SOUTHEASTERLY ON STATE ROUTE 99 FOR 5.4 DH6685'MILES TO THE J STREET OFF RAMP, GO SOUTH ON J STREET FOR 1.7 MILES DH6685'TO THE STATION ON THE RIGHT (WEST). THE MONUMENT IS A 3.5 INCH DH6685'ALUMINUM DISK STAMPED CARTMILL 2004, SET FLUSH ON AN EXISTING DH6685'CONCRETE HEADWALL. THE HEADWALL IS 1.6 FT ABOVE THE GROUND. THE DH6685'MONUMENT IS 54.8 FT EAST OF THE CENTERLINE OF THE RAILROAD TRACKS, DH6685'17.9 FT WEST OF THE CENTERLINE OF J STREET, AND 2.2 FT NORTH OF THE DH6685'SOUTH END OF THE HEADWALL. THIS STATION WAS OBSERVED AS PART OF THE DH6685'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6687 *********************************************************************** DH6687 HT_MOD - This is a Height Modernization Survey Station. DH6687 DESIGNATION - DUNU DH6687 PID - DH6687 DH6687 STATE/COUNTY- CA/TULARE DH6687 USGS QUAD - ROCKY HILL (1969) DH6687 DH6687 *CURRENT SURVEY CONTROL DH6687 ___________________________________________________________________ DH6687* NAD 83(1998)- 36 16 29.26389(N) 119 06 15.01894(W) ADJUSTED DH6687* NAVD 88 - 128.66 (meters) 422.1 (feet) GPS OBS DH6687 ___________________________________________________________________ DH6687 EPOCH DATE - 2004.50 DH6687 X - -2,504,028.614 (meters) COMP DH6687 Y - -4,498,080.715 (meters) COMP DH6687 Z - 3,752,874.628 (meters) COMP DH6687 LAPLACE CORR- 9.20 (seconds) DEFLEC99 DH6687 ELLIP HEIGHT- 97.51 (meters) (06/30/05) GPS OBS DH6687 GEOID HEIGHT- -31.12 (meters) GEOID03 DH6687 DH6687 HORZ ORDER - B DH6687 ELLP ORDER - FOURTH CLASS I DH6687 DH6687.The horizontal coordinates were established by GPS observations DH6687.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6687.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6687.DATUM ITEM on the data sheet items page. DH6687.The horizontal coordinates are valid at the epoch date displayed above. DH6687.The epoch date for horizontal control is a decimal equivalence DH6687.of Year/Month/Day. DH6687 DH6687.The orthometric height was determined by GPS observations and a DH6687.high-resolution geoid model using precise GPS observation and DH6687.processing techniques. DH6687 DH6687.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6687 DH6687.The Laplace correction was computed from DEFLEC99 derived deflections. DH6687 DH6687.The ellipsoidal height was determined by GPS observations DH6687.and is referenced to NAD 83. DH6687 DH6687.The geoid height was determined by GEOID03. DH6687 DH6687; North East Units Scale Factor Converg. DH6687;SPC CA 4 - 604,471.002 1,990,640.550 MT 0.99995942 -0 03 43.7 DH6687;SPC CA 4 - 1,983,168.61 6,530,959.87 sFT 0.99995942 -0 03 43.7 DH6687;UTM 11 - 4,016,481.838 311,003.241 MT 1.00004012 -1 14 43.2 DH6687 DH6687! - Elev Factor x Scale Factor = Combined Factor DH6687!SPC CA 4 - 0.99998470 x 0.99995942 = 0.99994412 DH6687!UTM 11 - 0.99998470 x 1.00004012 = 1.00002482 DH6687 DH6687 SUPERSEDED SURVEY CONTROL DH6687 DH6687.No superseded survey control is available for this station. DH6687 DH6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA1100316482(NAD 83) DH6687_MARKER: DD = SURVEY DISK DH6687_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6687_SP_SET: CONCRETE PAD DH6687_STAMPING: DUNU 2004 DH6687_MARK LOGO: CADT DH6687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6687+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004 DH6687 DH6687 HISTORY - Date Condition Report By DH6687 HISTORY - 20040205 MONUMENTED CADT DH6687 DH6687 STATION DESCRIPTION DH6687 DH6687'DESCRIBED BY CALTRANS 2004 (AO) DH6687'THE STATION IS 11 MILES SOUTHEAST OF VISALIA AND 3.5 MILES SOUTHEAST DH6687'OF THE CITY OF EXETER. TO REACH THE STATION FROM THE INTERSECTION OF DH6687'STATE ROUTE 198 AND STATE ROUTE 65 ( 8 MILES EAST OF VISALIA), GO DH6687'SOUTH 3.5 MILES ON STATE ROUTE 65 TO AVENUE 268 (EAST MYER DRIVE), DH6687'TURN LEFT AND GO EAST ON MYER DRIVE FOR 1.7 MILES TO THE EXETER DH6687'IRRIGATION DISTRICT PLANT NO. E 7 AND THE STATION ON THE RIGHT DH6687'(SOUTH). THE STATION IS ENCLOSED ON THREE SIDES WITH A CHAIN LINK DH6687'FENCE AND A LOCKED GATE, THE FOURTH SIDE IS UP AGAINST THE CANAL. THE DH6687'MONUMENT IS A 2.5 INCH ALUMINUM CAP STAMPED DUNU 2004 SET FLUSH IN 15 DH6687'FT BY 20 FT CONCRETE PAD, 105 FT SOUTH OF THE CENTERLINE OF MYER DR, DH6687'23.5 FT NORTHWEST OF THE NORTHWEST CORNER OF AN ELECTRICAL BUILDING, DH6687'1.1 FT SOUTHEAST OF THE MOST NORTHERLY SQUARE CONCRETE BARRIER AND DH6687'0.5 FT NORTHWEST OF THE CENTERLINE STAIRS. THIS STATION WAS OBSERVED DH6687'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6687'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0805 *********************************************************************** GT0805 HT_MOD - This is a Height Modernization Survey Station. GT0805 DESIGNATION - E 1204 GT0805 PID - GT0805 GT0805 STATE/COUNTY- CA/TULARE GT0805 USGS QUAD - VISALIA (1969) GT0805 GT0805 *CURRENT SURVEY CONTROL GT0805 ___________________________________________________________________ GT0805* NAD 83(1998)- 36 15 18.07727(N) 119 21 30.85129(W) ADJUSTED GT0805* NAVD 88 - 90.67 (meters) 297.5 (feet) GPS OBS GT0805 ___________________________________________________________________ GT0805 EPOCH DATE - 2004.50 GT0805 X - -2,524,596.620 (meters) COMP GT0805 Y - -4,488,022.134 (meters) COMP GT0805 Z - 3,751,082.351 (meters) COMP GT0805 LAPLACE CORR- 5.50 (seconds) DEFLEC99 GT0805 ELLIP HEIGHT- 58.48 (meters) (06/30/05) GPS OBS GT0805 GEOID HEIGHT- -32.15 (meters) GEOID03 GT0805 GT0805 HORZ ORDER - B GT0805 VERT ORDER - SECOND CLASS 0 (See Below) GT0805 ELLP ORDER - FOURTH CLASS I GT0805 GT0805.The horizontal coordinates were established by GPS observations GT0805.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0805.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0805.DATUM ITEM on the data sheet items page. GT0805.The horizontal coordinates are valid at the epoch date displayed above. GT0805.The epoch date for horizontal control is a decimal equivalence GT0805.of Year/Month/Day. GT0805 GT0805.The orthometric height was determined by GPS observations and a GT0805.high-resolution geoid model using precise GPS observation and GT0805.processing techniques. GT0805.The vertical order pertains to the NGVD 29 superseded value. GT0805 GT0805.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0805 GT0805.The Laplace correction was computed from DEFLEC99 derived deflections. GT0805 GT0805.The ellipsoidal height was determined by GPS observations GT0805.and is referenced to NAD 83. GT0805 GT0805.The geoid height was determined by GEOID03. GT0805 GT0805; North East Units Scale Factor Converg. GT0805;SPC CA 4 - 602,331.961 1,967,775.748 MT 0.99996158 -0 12 50.1 GT0805;SPC CA 4 - 1,976,150.78 6,455,944.27 sFT 0.99996158 -0 12 50.1 GT0805;UTM 11 - 4,014,814.811 288,096.075 MT 1.00015329 -1 23 43.2 GT0805 GT0805! - Elev Factor x Scale Factor = Combined Factor GT0805!SPC CA 4 - 0.99999082 x 0.99996158 = 0.99995240 GT0805!UTM 11 - 0.99999082 x 1.00015329 = 1.00014411 GT0805 GT0805 SUPERSEDED SURVEY CONTROL GT0805 GT0805 NGVD 29 (??/??/92) 90.525 (m) 297.00 (f) ADJ UNCH 2 0 GT0805 GT0805.Superseded values are not recommended for survey control. GT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0805.See file dsdata.txt to determine how the superseded data were derived. GT0805 GT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8809614815(NAD 83) GT0805_MARKER: DB = BENCH MARK DISK GT0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT0805_SP_SET: BRIDGE GT0805_STAMPING: E 1204 1969 GT0805_MARK LOGO: CGS GT0805_MAGNETIC: N = NO MAGNETIC MATERIAL GT0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0805+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT0805 GT0805 HISTORY - Date Condition Report By GT0805 HISTORY - 1969 MONUMENTED CGS GT0805 HISTORY - 20040519 GOOD CADT GT0805 GT0805 STATION DESCRIPTION GT0805 GT0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT0805'3.3 MI N FROM TULARE. GT0805'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GT0805'THE STATION AT TULARE, 12 POLES NORTH OF MILEPOLE 247, DIRECTLY GT0805'OPPOSITE A WOODEN RAILROAD BRIDGE, IN THE TOP AND 0.6 FOOT GT0805'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING GT0805'WALL OF A CONCRETE RIDGE OVER A CANAL, 125.5 FEET EAST AND GT0805'ACROSS NORTH J STREET FROM THE EAST RAIL, 37 1/2 FEET EAST OF GT0805'THE CENTER LINE OF NORTH J STREET, AND ABOUT LEVEL WITH THE TRACK. GT0805'SECTION 22, T19S, R24E. GT0805 GT0805 STATION RECOVERY (2004) GT0805 GT0805'RECOVERY NOTE BY CALTRANS 2004 (GC) GT0805'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0805'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0805'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6688 *********************************************************************** DH6688 HT_MOD - This is a Height Modernization Survey Station. DH6688 DESIGNATION - ELIZABETH 96 DH6688 PID - DH6688 DH6688 STATE/COUNTY- CA/TULARE DH6688 USGS QUAD - VISALIA (1969) DH6688 DH6688 *CURRENT SURVEY CONTROL DH6688 ___________________________________________________________________ DH6688* NAD 83(1998)- 36 21 11.17661(N) 119 17 59.37662(W) ADJUSTED DH6688* NAVD 88 - 100.52 (meters) 329.8 (feet) GPS OBS DH6688 ___________________________________________________________________ DH6688 EPOCH DATE - 2004.50 DH6688 X - -2,516,844.474 (meters) COMP DH6688 Y - -4,484,995.865 (meters) COMP DH6688 Z - 3,759,859.717 (meters) COMP DH6688 LAPLACE CORR- 6.05 (seconds) DEFLEC99 DH6688 ELLIP HEIGHT- 68.96 (meters) (06/30/05) GPS OBS DH6688 GEOID HEIGHT- -31.52 (meters) GEOID03 DH6688 DH6688 HORZ ORDER - B DH6688 ELLP ORDER - FOURTH CLASS I DH6688 DH6688.The horizontal coordinates were established by GPS observations DH6688.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6688.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6688.DATUM ITEM on the data sheet items page. DH6688.The horizontal coordinates are valid at the epoch date displayed above. DH6688.The epoch date for horizontal control is a decimal equivalence DH6688.of Year/Month/Day. DH6688 DH6688.The orthometric height was determined by GPS observations and a DH6688.high-resolution geoid model using precise GPS observation and DH6688.processing techniques. DH6688 DH6688.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6688 DH6688.The Laplace correction was computed from DEFLEC99 derived deflections. DH6688 DH6688.The ellipsoidal height was determined by GPS observations DH6688.and is referenced to NAD 83. DH6688 DH6688.The geoid height was determined by GEOID03. DH6688 DH6688; North East Units Scale Factor Converg. DH6688;SPC CA 4 - 613,197.102 1,973,088.868 MT 0.99995203 -0 10 43.9 DH6688;SPC CA 4 - 2,011,797.49 6,473,375.73 sFT 0.99995203 -0 10 43.9 DH6688;UTM 11 - 4,025,569.889 293,633.419 MT 1.00012474 -1 21 49.4 DH6688 DH6688! - Elev Factor x Scale Factor = Combined Factor DH6688!SPC CA 4 - 0.99998918 x 0.99995203 = 0.99994121 DH6688!UTM 11 - 0.99998918 x 1.00012474 = 1.00011392 DH6688 DH6688 SUPERSEDED SURVEY CONTROL DH6688 DH6688.No superseded survey control is available for this station. DH6688 DH6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9363325570(NAD 83) DH6688_MARKER: DD = SURVEY DISK DH6688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6688_SP_SET: LEDGE DH6688_STAMPING: ELIZABETH 96 2004 DH6688_MARK LOGO: CADT DH6688_MAGNETIC: N = NO MAGNETIC MATERIAL DH6688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6688+STABILITY: SURFACE MOTION DH6688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6688+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 DH6688 DH6688 HISTORY - Date Condition Report By DH6688 HISTORY - 20031023 MONUMENTED CADT DH6688 DH6688 STATION DESCRIPTION DH6688 DH6688'DESCRIBED BY CALTRANS 2003 (GC) DH6688'THE STATION IS LOCATED IN THE NORTHERN EDGE OF THE CITY OF VISALIA. TO DH6688'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 198 AND STATE DH6688'HIGHWAY 63 (COURT STREET) IN THE CITY OF VISALIA, GO NORTH ON HWY 63 DH6688'(COURT STREET) FOR 0.7 MILES TO THE LINCOLN PARK OVAL, TURN RIGHT DH6688'DRIVING COUNTERCLOCKWISE 0.2 MILES FOR TWO THIRDS OF THE WAY AROUND DH6688'THE OVAL TO NORTHWEST 3RD AVENUE, TURN RIGHT (NORTHWEST) AND DRIVE DH6688'0.1 MILES ALONG HWY 63 (NORTHWEST 3RD AVE) TO THE INTERSECTION OF DH6688'HOUSTON AVENUE AND HWY 63, CONTINUE NORTH ON HWY 63 (DINUBA BLVD) FOR DH6688'0.8 MILES TO ROBIN AVENUE, GO LEFT (WEST) ON ROBIN AVENUE, FOR 200 DH6688'FEET TO WILLIS STREET, GO LEFT (SOUTH) 200 FEET ON WILLIS STREET TO DH6688'WREN DRIVE, GO RIGHT ON WREN DRIVE FOR 300 FEET AND THE STATION ON THE DH6688'LEFT (SOUTH). THE MONUMENT IS A 3 INCH ALUMINUM DISK STAMPED DH6688'ELIZABETH 96 2004, SET IN TOP OF CONCRETE RETAINING WALL, 0.9 FT DH6688'ABOVE THE CONCRETE WALK, AT TOP OF THE STAIRS LEADING TO A SOCCER DH6688'FIELD IN FAIRVIEW VILLAGE PARK, 32.8 FT NORTH OF A TREE AND 23 FT DH6688'SOUTHWEST OF THE DRINKING FOUNTAIN. THIS STATION WAS OBSERVED AS DH6688'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6688'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6689 *********************************************************************** DH6689 HT_MOD - This is a Height Modernization Survey Station. DH6689 DESIGNATION - FRANKIE DH6689 PID - DH6689 DH6689 STATE/COUNTY- CA/TULARE DH6689 USGS QUAD - WOODLAKE (1969) DH6689 DH6689 *CURRENT SURVEY CONTROL DH6689 ___________________________________________________________________ DH6689* NAD 83(1998)- 36 24 48.86630(N) 119 05 35.60049(W) ADJUSTED DH6689* NAVD 88 - 132.65 (meters) 435.2 (feet) GPS OBS DH6689 ___________________________________________________________________ DH6689 EPOCH DATE - 2004.50 DH6689 X - -2,498,733.169 (meters) COMP DH6689 Y - -4,490,587.410 (meters) COMP DH6689 Z - 3,765,281.483 (meters) COMP DH6689 LAPLACE CORR- 6.51 (seconds) DEFLEC99 DH6689 ELLIP HEIGHT- 102.10 (meters) (06/30/05) GPS OBS DH6689 GEOID HEIGHT- -30.52 (meters) GEOID03 DH6689 DH6689 HORZ ORDER - B DH6689 ELLP ORDER - FOURTH CLASS I DH6689 DH6689.The horizontal coordinates were established by GPS observations DH6689.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6689.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6689.DATUM ITEM on the data sheet items page. DH6689.The horizontal coordinates are valid at the epoch date displayed above. DH6689.The epoch date for horizontal control is a decimal equivalence DH6689.of Year/Month/Day. DH6689 DH6689.The orthometric height was determined by GPS observations and a DH6689.high-resolution geoid model using precise GPS observation and DH6689.processing techniques. DH6689 DH6689.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6689 DH6689.The Laplace correction was computed from DEFLEC99 derived deflections. DH6689 DH6689.The ellipsoidal height was determined by GPS observations DH6689.and is referenced to NAD 83. DH6689 DH6689.The geoid height was determined by GEOID03. DH6689 DH6689; North East Units Scale Factor Converg. DH6689;SPC CA 4 - 619,868.865 1,991,639.274 MT 0.99994759 -0 03 20.2 DH6689;SPC CA 4 - 2,033,686.43 6,534,236.52 sFT 0.99994759 -0 03 20.2 DH6689;UTM 11 - 4,031,857.040 312,320.365 MT 1.00003400 -1 14 34.5 DH6689 DH6689! - Elev Factor x Scale Factor = Combined Factor DH6689!SPC CA 4 - 0.99998398 x 0.99994759 = 0.99993157 DH6689!UTM 11 - 0.99998398 x 1.00003400 = 1.00001798 DH6689 DH6689 SUPERSEDED SURVEY CONTROL DH6689 DH6689.No superseded survey control is available for this station. DH6689 DH6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA1232031857(NAD 83) DH6689_MARKER: DD = SURVEY DISK DH6689_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6689_SP_SET: HEADWALL DH6689_STAMPING: FRANKIE 2004 DH6689_MARK LOGO: CADT DH6689_MAGNETIC: N = NO MAGNETIC MATERIAL DH6689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6689+STABILITY: SURFACE MOTION DH6689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6689+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6689 DH6689 HISTORY - Date Condition Report By DH6689 HISTORY - 20031022 MONUMENTED CADT DH6689 DH6689 STATION DESCRIPTION DH6689 DH6689'DESCRIBED BY CALTRANS 2003 (HB) DH6689'THE STATION IS IN THE TOWN OF WOODLAKE ABOUT 12.8 MILES NORTHEAST OF DH6689'THE CITY OF VISALIA. TO REACH THE STATION FROM THE INTERSECTION OF DH6689'STATE ROUTE 198 AND STATE ROUTE 65, ABOUT 8 MILES EAST OF THE CITY OF DH6689'VISALIA, GO 1.0 MILE EAST ON STATE ROUTE 198 TO THE INTERSECTION OF DH6689'STATE ROUTE 198 AND STATE ROUTE 245 (VALENCIA STREET), GO LEFT (NORTH) DH6689'6 MILES ON STATE ROUTE 245 TO WOODLAKE CITY LIMITS, CONTINUE NORTH 1 DH6689'MILE ON STATE ROUTE 245 TO STATE ROUTE 216 (NARANJO BLVD), GO RIGHT DH6689'(EAST) 0.3 MILES ON NARANJO BLVD TO THE STATION ON THE RIGHT (SOUTH). DH6689'THE MONUMENT IS A 2.5 INCH ALUMINUM DISK STAMPED FRANKIE 2004, SET DH6689'FLUSH IN EXISTING CONCRETE HEADWALL, 19 METERS SOUTH OF THE DH6689'CENTERLINE OF STATE ROUTE 216 (NARANJO BLVD), 9.0 METERS NORTH OF DH6689'THE CENTERLINE OF A PAVED BIKE TRAIL, 1.9 METERS NORTHWEST OF A DH6689'TULARE COUNTY BENCH MARK STAMPED 214-344 AND FLUSH IN THE SAME HEAD DH6689'WALL. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6689'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0823 *********************************************************************** GT0823 DESIGNATION - G 460 RESET GT0823 PID - GT0823 GT0823 STATE/COUNTY- CA/TULARE GT0823 USGS QUAD - VISALIA (1969) GT0823 GT0823 *CURRENT SURVEY CONTROL GT0823 ___________________________________________________________________ GT0823* NAD 83(1986)- 36 19 26. (N) 119 17 16. (W) SCALED GT0823* NAVD 88 - 101.81 (+/-2cm) 334.0 (feet) VERTCON GT0823 ___________________________________________________________________ GT0823 GEOID HEIGHT- -31.62 (meters) GEOID03 GT0823 GT0823 VERT ORDER - THIRD (See Below) GT0823 GT0823.The horizontal coordinates were scaled from a topographic map and have GT0823.an estimated accuracy of +/- 6 seconds. GT0823 GT0823.The NAVD 88 height was computed by applying the VERTCON shift value to GT0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0823.The vertical order pertains to the NGVD 29 superseded value. GT0823 GT0823.The geoid height was determined by GEOID03. GT0823 GT0823; North East Units Estimated Accuracy GT0823;SPC CA 4 - 609,950. 1,974,160. MT (+/- 180 meters Scaled) GT0823 GT0823 SUPERSEDED SURVEY CONTROL GT0823 GT0823 NGVD 29 (??/??/??) 100.99 (m) 331.3 (f) RESET 3 GT0823 GT0823.Superseded values are not recommended for survey control. GT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0823.See file dsdata.txt to determine how the superseded data were derived. GT0823 GT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA946223(NAD 83) GT0823_MARKER: DB = BENCH MARK DISK GT0823_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0823_SP_SET: CURB GT0823_STAMPING: G 460 RESET 1959 GT0823_MARK LOGO: CGS GT0823_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0823+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT0823 GT0823 HISTORY - Date Condition Report By GT0823 HISTORY - 1959 MONUMENTED CGS GT0823 HISTORY - 20040708 GOOD CADT GT0823 GT0823 STATION DESCRIPTION GT0823 GT0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GT0823'0.4 MI S FROM VISALIA. GT0823'THE MARK IS LOCATED 0.4 MILE SOUTH ALONG THE A.T. AND S.F. GT0823'RAILWAY FROM THE STATION IN VISALIA, JUST NORTH OF THE INTERSECTION GT0823'OF SANTA FE AVE. AND CYPRESS AVE., SET IN THE TOP OF THE ROLL GT0823'CURB, 6 FEET WEST OF THE EAST R/W LINE OF SANTA FE AVE., AND GT0823'45 FEET NORTH OF THE CENTERLINE OF CYPRESS AVE., GOING EAST GT0823'29.6 FEET EAST OF THE EAST RAIL AND 20.92 FEET NORTH BY NORTHEAST GT0823'OF THE FORMER BENCH MARK LOCATION. GT0823 GT0823 STATION RECOVERY (2004) GT0823 GT0823'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0823'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0823'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0823'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 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 32. (N) 119 23 58. (W) SCALED GT2145* NAVD 88 - 89.13 (+/-2cm) 292.4 (feet) VERTCON GT2145 ___________________________________________________________________ GT2145 GEOID HEIGHT- -31.90 (meters) GEOID03 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 NGVD 29 superseded value. GT2145 GT2145.The geoid height was determined by GEOID03. GT2145 GT2145; North East Units Estimated Accuracy GT2145;SPC CA 4 - 612,020. 1,964,140. MT (+/- 180 meters Scaled) GT2145 GT2145 SUPERSEDED SURVEY CONTROL GT2145 GT2145 NGVD 29 (08/19/04) 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 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. GT2145_SP_SET: CURB GT2145_STAMPING: G 827 RESET 1992 GT2145_MARK LOGO: CGS GT2145_MAGNETIC: O = OTHER; SEE DESCRIPTION GT2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2145+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT2145 GT2145 HISTORY - Date Condition Report By GT2145 HISTORY - 1992 MONUMENTED CGS GT2145 HISTORY - 20040707 GOOD CADT GT2145 GT2145 STATION DESCRIPTION GT2145 GT2145'DESCRIBED BY COAST AND GEODETIC SURVEY 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. GT2145 GT2145 STATION RECOVERY (2004) GT2145 GT2145'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2145'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT2145'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2145'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6722 *********************************************************************** DH6722 HT_MOD - This is a Height Modernization Survey Station. DH6722 DESIGNATION - GOSHEN DH6722 PID - DH6722 DH6722 STATE/COUNTY- CA/TULARE DH6722 USGS QUAD - GOSHEN (1969) DH6722 DH6722 *CURRENT SURVEY CONTROL DH6722 ___________________________________________________________________ DH6722* NAD 83(1998)- 36 20 29.06245(N) 119 25 08.48038(W) ADJUSTED DH6722* NAVD 88 - 86.35 (meters) 283.3 (feet) GPS OBS DH6722 ___________________________________________________________________ DH6722 EPOCH DATE - 2004.50 DH6722 X - -2,526,541.529 (meters) COMP DH6722 Y - -4,480,410.148 (meters) COMP DH6722 Z - 3,758,805.494 (meters) COMP DH6722 LAPLACE CORR- 5.22 (seconds) DEFLEC99 DH6722 ELLIP HEIGHT- 54.35 (meters) (06/30/05) GPS OBS DH6722 GEOID HEIGHT- -31.96 (meters) GEOID03 DH6722 DH6722 HORZ ORDER - B DH6722 ELLP ORDER - FOURTH CLASS I DH6722 DH6722.The horizontal coordinates were established by GPS observations DH6722.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6722.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6722.DATUM ITEM on the data sheet items page. DH6722.The horizontal coordinates are valid at the epoch date displayed above. DH6722.The epoch date for horizontal control is a decimal equivalence DH6722.of Year/Month/Day. DH6722 DH6722.The orthometric height was determined by GPS observations and a DH6722.high-resolution geoid model using precise GPS observation and DH6722.processing techniques. DH6722 DH6722.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6722 DH6722.The Laplace correction was computed from DEFLEC99 derived deflections. DH6722 DH6722.The ellipsoidal height was determined by GPS observations DH6722.and is referenced to NAD 83. DH6722 DH6722.The geoid height was determined by GEOID03. DH6722 DH6722; North East Units Scale Factor Converg. DH6722;SPC CA 4 - 611,939.099 1,962,384.802 MT 0.99995302 -0 14 59.9 DH6722;SPC CA 4 - 2,007,670.19 6,438,257.47 sFT 0.99995302 -0 14 59.9 DH6722;UTM 11 - 4,024,533.216 282,903.491 MT 1.00018073 -1 26 02.6 DH6722 DH6722! - Elev Factor x Scale Factor = Combined Factor DH6722!SPC CA 4 - 0.99999147 x 0.99995302 = 0.99994449 DH6722!UTM 11 - 0.99999147 x 1.00018073 = 1.00017220 DH6722 DH6722 SUPERSEDED SURVEY CONTROL DH6722 DH6722.No superseded survey control is available for this station. DH6722 DH6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8290324533(NAD 83) DH6722_MARKER: DD = SURVEY DISK DH6722_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6722_SP_SET: CONC HEADWALL DH6722_STAMPING: GOSHEN 2004 DH6722_MARK LOGO: CADT DH6722_MAGNETIC: N = NO MAGNETIC MATERIAL DH6722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6722+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2004 DH6722 DH6722 HISTORY - Date Condition Report By DH6722 HISTORY - 20040305 MONUMENTED CADT DH6722 DH6722 STATION DESCRIPTION DH6722 DH6722'DESCRIBED BY CALTRANS 2004 (AO) DH6722'STATION IS NEAR THE CITY OF GOSHEN, ABOUT 7 NORTHWEST OF THE CITY OF DH6722'VISALIA, 14 MILES SOUTHEAST OF KINGSBURG, 1.4 MILES NORTH OF STATE DH6722'HIGHWAY 198 AND STATE HIGHWAY 99 INTERCHANGE IN TULARE COUNTY. TO DH6722'REACH THE STATION FROM THE INTERSECTION OF HWY 99 AND HWY 198, WHICH DH6722'IS ABOUT 6 MILES WEST OF THE CITY OF VISALIA, GO NORTH 1.4 MILES ON DH6722'HWY 99 TO THE GOSHEN AVENUE EXIT, GO RIGHT (EAST) 0.15 MILES ON THE DH6722'GOSHEN AVENUE EXIT TO THE STATION ON THE RIGHT (SOUTH). THE MONUMENT DH6722'IS A 3.5 INCH CADT ALUMINUM DISK STAMPED GOSHEN 2004, SET FLUSH AND DH6722'0.64 FEET NORTHEAST OF THE SOUTHWEST END ON A CONCRETE CULVERT DH6722'HEADWALL, 2.2 METERS EAST OF THE EAST EDGE OF SHOULDER OF THE NORTH DH6722'BOUND GOSHEN EXIT OFFRAMP, 16.5 METERS WEST OF A WIRE MESH FENCE AND DH6722'12.5 METERS SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE CURB ISLAND. DH6722'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6722'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0413 *********************************************************************** GT0413 HT_MOD - This is a Height Modernization Survey Station. GT0413 DESIGNATION - H 1204 GT0413 PID - GT0413 GT0413 STATE/COUNTY- CA/TULARE GT0413 USGS QUAD - TIPTON (1969) GT0413 GT0413 *CURRENT SURVEY CONTROL GT0413 ___________________________________________________________________ GT0413* NAD 83(1998)- 36 03 04.82067(N) 119 18 40.65582(W) ADJUSTED GT0413* NAVD 88 - 87.71 (meters) 287.8 (feet) GPS OBS GT0413 ___________________________________________________________________ GT0413 EPOCH DATE - 2004.50 GT0413 X - -2,527,418.576 (meters) COMP GT0413 Y - -4,501,727.593 (meters) COMP GT0413 Z - 3,732,831.066 (meters) COMP GT0413 LAPLACE CORR- 6.34 (seconds) DEFLEC99 GT0413 ELLIP HEIGHT- 54.85 (meters) (06/30/05) GPS OBS GT0413 GEOID HEIGHT- -32.81 (meters) GEOID03 GT0413 GT0413 HORZ ORDER - B GT0413 VERT ORDER - SECOND CLASS 0 (See Below) GT0413 ELLP ORDER - FOURTH CLASS I GT0413 GT0413.The horizontal coordinates were established by GPS observations GT0413.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0413.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0413.DATUM ITEM on the data sheet items page. GT0413.The horizontal coordinates are valid at the epoch date displayed above. GT0413.The epoch date for horizontal control is a decimal equivalence GT0413.of Year/Month/Day. GT0413 GT0413.The orthometric height was determined by GPS observations and a GT0413.high-resolution geoid model using precise GPS observation and GT0413.processing techniques. GT0413.The vertical order pertains to the NGVD 29 superseded value. GT0413 GT0413.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0413 GT0413.The Laplace correction was computed from DEFLEC99 derived deflections. GT0413 GT0413.The ellipsoidal height was determined by GPS observations GT0413.and is referenced to NAD 83. GT0413 GT0413.The geoid height was determined by GEOID03. GT0413 GT0413; North East Units Scale Factor Converg. GT0413;SPC CA 4 - 579,716.853 1,971,951.163 MT 0.99999069 -0 11 08.6 GT0413;SPC CA 4 - 1,901,954.38 6,469,643.11 sFT 0.99999069 -0 11 08.6 GT0413;UTM 11 - 3,992,114.803 291,806.227 MT 1.00013411 -1 21 38.5 GT0413 GT0413! - Elev Factor x Scale Factor = Combined Factor GT0413!SPC CA 4 - 0.99999139 x 0.99999069 = 0.99998208 GT0413!UTM 11 - 0.99999139 x 1.00013411 = 1.00012550 GT0413 GT0413 SUPERSEDED SURVEY CONTROL GT0413 GT0413 NGVD 29 (??/??/92) 88.527 (m) 290.44 (f) ADJ UNCH 2 0 GT0413 GT0413.Superseded values are not recommended for survey control. GT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0413.See file dsdata.txt to determine how the superseded data were derived. GT0413 GT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9180692115(NAD 83) GT0413_MARKER: DB = BENCH MARK DISK GT0413_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0413_SP_SET: GUARDRAIL BASE GT0413_STAMPING: H 1204 1969 GT0413_MAGNETIC: N = NO MAGNETIC MATERIAL GT0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0413+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT0413 GT0413 HISTORY - Date Condition Report By GT0413 HISTORY - 1969 MONUMENTED CGS GT0413 HISTORY - 1970 GOOD NGS GT0413 HISTORY - 20040901 GOOD CSRC GT0413 GT0413 STATION DESCRIPTION GT0413 GT0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 GT0413'0.6 MI S FROM TIPTON. GT0413'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GT0413'THE STATION AT TIPTON, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY GT0413'190 (POPLAR AVENUE), AT STATE HIGHWAY 190 OVERPASS OVER U.S. GT0413'HIGHWAY 99, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE BASE GT0413'OF PEDESTRIAN GUARDRAIL OF THE OVERPASS, 27 FEET NORTH OF THE GT0413'CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF THE WEST END OF THE GT0413'STEEL GUARDRAIL. SECTION 31, T 21S, R25E. GT0413 GT0413 STATION RECOVERY (2004) GT0413 GT0413'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT0413'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0413'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0413'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2135 *********************************************************************** GT2135 HT_MOD - This is a Height Modernization Survey Station. GT2135 FBN - This is a Federal Base Network Control Station. GT2135 DESIGNATION - HPGN CA 06 09 GT2135 PID - GT2135 GT2135 STATE/COUNTY- CA/TULARE GT2135 USGS QUAD - VISALIA (1969) GT2135 GT2135 *CURRENT SURVEY CONTROL GT2135 ___________________________________________________________________ GT2135* NAD 83(1998)- 36 17 21.39283(N) 119 17 16.16942(W) ADJUSTED GT2135* NAVD 88 - 99.30 (meters) 325.8 (feet) GPS OBS GT2135 ___________________________________________________________________ GT2135 EPOCH DATE - 2004.50 GT2135 X - -2,517,956.649 (meters) COMP GT2135 Y - -4,489,180.928 (meters) COMP GT2135 Z - 3,754,152.137 (meters) COMP GT2135 LAPLACE CORR- 5.63 (seconds) DEFLEC99 GT2135 ELLIP HEIGHT- 67.49 (meters) (06/30/05) GPS OBS GT2135 GEOID HEIGHT- -31.77 (meters) GEOID03 GT2135 GT2135 HORZ ORDER - B GT2135 ELLP ORDER - FOURTH CLASS I GT2135 GT2135.ITRF positions are available for this station. GT2135.The horizontal coordinates were established by GPS observations GT2135.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT2135.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT2135.DATUM ITEM on the data sheet items page. GT2135.The horizontal coordinates are valid at the epoch date displayed above. GT2135.The epoch date for horizontal control is a decimal equivalence GT2135.of Year/Month/Day. GT2135 GT2135.The orthometric height was determined by GPS observations and a GT2135.high-resolution geoid model using precise GPS observation and GT2135.processing techniques. GT2135 GT2135.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT2135 GT2135.The Laplace correction was computed from DEFLEC99 derived deflections. GT2135 GT2135.The ellipsoidal height was determined by GPS observations GT2135.and is referenced to NAD 83. GT2135 GT2135.The geoid height was determined by GEOID03. GT2135 GT2135; North East Units Scale Factor Converg. GT2135;SPC CA 4 - 606,111.394 1,974,144.885 MT 0.99995792 -0 10 18.2 GT2135;SPC CA 4 - 1,988,550.47 6,476,840.34 sFT 0.99995792 -0 10 18.2 GT2135;UTM 11 - 4,018,462.685 294,542.969 MT 1.00012013 -1 21 16.4 GT2135 GT2135! - Elev Factor x Scale Factor = Combined Factor GT2135!SPC CA 4 - 0.99998941 x 0.99995792 = 0.99994733 GT2135!UTM 11 - 0.99998941 x 1.00012013 = 1.00010954 GT2135 GT2135 SUPERSEDED SURVEY CONTROL GT2135 GT2135 NAD 83(1998)- 36 17 21.39067(N) 119 17 16.16655(W) AD(1998.50) A GT2135 ELLIP H (04/06/00) 67.58 (m) GP(1998.50) 3 1 GT2135 ELLIP H (01/22/97) 67.68 (m) GP( ) 4 2 GT2135 ELLIP H (11/17/92) 67.81 (m) GP( ) 5 1 GT2135 NAD 83(1986)- 36 17 21.38429(N) 119 17 16.15723(W) AD(1984.00) 1 GT2135 NAD 83(1992)- 36 17 21.38715(N) 119 17 16.16109(W) AD(1991.35) B GT2135 ELLIP H (05/15/92) 67.81 (m) GP(1991.35) 4 2 GT2135 NGVD 29 (09/30/94) 98.75 (m) 324.0 (f) LEVELING 3 GT2135 GT2135.Superseded values are not recommended for survey control. GT2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2135.See file dsdata.txt to determine how the superseded data were derived. GT2135 GT2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9454318463(NAD 83) GT2135_MARKER: DD = SURVEY DISK GT2135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) GT2135_SP_SET: ALUMINUM ALLOY ROD GT2135_STAMPING: HPGN-CALIF. STA.06-09 1991 GT2135_MARK LOGO: CADT GT2135_PROJECTION: FLUSH GT2135_MAGNETIC: N = NO MAGNETIC MATERIAL GT2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2135+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT2135_ROD/PIPE-DEPTH: 14.0 meters GT2135 GT2135 HISTORY - Date Condition Report By GT2135 HISTORY - 1991 MONUMENTED CADT GT2135 HISTORY - 19910502 GOOD NGS GT2135 HISTORY - 19920504 GOOD NGS GT2135 HISTORY - 19930201 GOOD CADT GT2135 HISTORY - 19930331 GOOD NOS GT2135 HISTORY - 19940214 GOOD NGS GT2135 HISTORY - 19980409 GOOD NGS GT2135 HISTORY - 20001215 GOOD CADT GT2135 HISTORY - 20040901 GOOD CSRC GT2135 GT2135 STATION DESCRIPTION GT2135 GT2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 GT2135'THE STATION IS LOCATED IN THE SOUTHERN PART OF VISALIA ABOUT 0.25 MI GT2135'(0.40 KM) NORTH OF THE INTERSECTION OF AVE 272 AND SANTA FE ROAD. GT2135'TO REACH THE STATION FROM THE SANTA FE RAILROAD OVERCROSSING AT STATE GT2135'HIGHWAY 198 IN VISALIA, GO SOUTH ON SANTA FE ROAD FOR 0.4 MI GT2135'(0.6 KM) TO TULARE STREET. CONTINUE SOUTH ON SANTA FE ROAD FOR 2.2 GT2135'MI (3.5 KM) TO THE STATION ON THE RIGHT, BETWEEN THE ROAD AND GT2135'RAILROAD AND JUST BEFORE CROSSING A BRIDGE. GT2135'THE STATION IS AN ALUMINUM DISK CEMENTED TO AN ALUMINUM ALLOY ROD GT2135'ENCLOSED IN A LOGO CAP ABOUT LEVEL WITH THE ROAD. LOCATED 60.0 FT GT2135'(18.3 M) WEST OF THE CENTERLINE OF SANTA FE ROAD, 45.0 FT (13.7 M) GT2135'WESTERLY OF THE NORTHWEST CORNER OF A BRIDGE OVER A DITCH, 40.0 FT GT2135'(12.2 M) NORTH OF THE CENTERLINE OF THE DITCH, 17.0 FT (5.2 M) EAST GT2135'OF THE EAST RAIL, 16.2 FT (4.9 M) NORTHEAST OF THE NORTHEAST CORNER GT2135'OF A RAILROAD BRIDGE, 3.0 FT (0.9 M) LOWER THAN THE TRACKS AND 2.0 FT GT2135'(0.6 M) EAST OF A 3 FOOT DIAMETER GRANITE ROCK. GT2135'TO REACH THE BENCHMARK FROM THE STATION CONTINUE SOUTH ALONG SANTA FE GT2135'RD 0.2 MI (0.3 KM) TO THE BENCHMARK ON THE RIGHT. BENCHMARK IS GT2135'STAMPED B 946 1959. GT2135 GT2135 STATION RECOVERY (1992) GT2135 GT2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 GT2135'STATION IS LOCATED IN THE SOUTHEAST SECTION OF VISALIA, BETWEEN GT2135'CALDWELL AVENUE AND AVENUE 272, BETWEEN A PAVED ROAD AND RAILROAD GT2135'TRACK, ON THE NORTH SIDE OF A DRY RIVERBED. OWNERSHIP--SANTE FE GT2135'RAILROAD. GT2135'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 63 AND GT2135'198 JUST SOUTH OF THE VISALIA DOWNTOWN AREA, GO SOUTH ON HIGHWAY 63 GT2135'FOR 1.54 KM (0.96 MI) TO A CROSSROAD AT EXXON STATION ON THE LEFT. GT2135'TURN LEFT, EAST, ON WALNUT AVENUE FOR 2.37 KM (1.47 MI) TO A GT2135'CROSSROAD JUST PAST RAILROAD TRACK. TURN RIGHT, SOUTH, ON SANTA FE GT2135'STREET FOR 1.63 KM (1.01 MI) TO A CROSSROAD (CALDWELL AVENUE). GT2135'CONTINUE AHEAD FOR 0.98 KM (0.61 MI) TO A BRIDGE OVER A DRY DITCH AND GT2135'STATION ON THE RIGHT. GT2135'STATION MARK IS A DISK SET ON A ROD ENCASED IN PVC PIPE WITH LOGO CAP GT2135'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 18.4 M GT2135'(60.4 FT) WEST OF AND LEVEL WITH THE CENTER OF SANTA FE STREET, 5.2 M GT2135'(17.1 FT) EAST OF AND 1 M (3.3 FT) LOWER THAN THE EAST RAIL OF THE GT2135'TRACK, 0.7 M (2.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, 5.0 M GT2135'(16.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST RAILROAD GT2135'BRIDGE ABUTMENT, 13.6 M (44.6 FT) WEST-NORTHWEST OF THE NORTHWEST GT2135'CORNER OF THE STREET BRIDGE ABUTMENT AND 0.9 M (3.0 FT) SOUTHEAST OF GT2135'THE SOUTHEAST FACE OF A LARGE GRANITE BOULDER. GT2135 GT2135 STATION RECOVERY (1993) GT2135 GT2135'RECOVERY NOTE BY CALTRANS 1993 (RGD) GT2135'RECOVERED AS DESCRIBED. GT2135 GT2135 STATION RECOVERY (1993) GT2135 GT2135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) GT2135'RECOVERED AS DESCRIBED. GT2135 GT2135 STATION RECOVERY (1994) GT2135 GT2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GT2135'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF VISALIA, BETWEEN GT2135'CALDWELL AVENUE AND AVENUE 272, AND ALONG SANTE FE RAILROAD ON THE GT2135'NORTH SIDE OF A DRY RIVERBED. OWNERSHIP--SANTE FE RAILROAD. TO REACH GT2135'FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 63 AND 198 JUST GT2135'SOUTH OF THE VISALIA DOWNTOWN AREA, GO SOUTH ON HIGHWAY 63 FOR 1.5 KM GT2135'(0.9 MI) TO A CROSSROAD AT EXXON STATION ON THE LEFT. TURN LEFT EAST, GT2135'ON WALNUT AVENUE FOR 2.4 KM (1.5 MI) TO A CROSSROAD JUST PAST RAILROAD GT2135'TRACK. TURN RIGHT, SOUTH, ON SANTE FE AVENUE FOR 1.6 KM (1.0 MI) TO A GT2135'CROSSROAD (CALDWELL AVENUE). CONTINUE AHEAD FOR 1.0 KM (0.6 MI) TO A GT2135'BRIDGE OVER A DRY DITCH AND STATION ON THE RIGHT. STATION MARK IS A GT2135'STANDARD CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE GT2135'WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS GT2135'18.4 M (60.4 FT) WEST OF, AND LEVEL WITH, THE CENTER OF SANTE FE GT2135'STREET, 13.6 M (44.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE GT2135'STREET BRIDGE ABUTMENT, 5.2 M (17.1 FT) EAST OF, AND 1 M (3.3 FT) GT2135'LOWER THAN, THE EAST RAIL OF THE TRACK, 5.0 M (16.4 FT) NORTHEAST OF GT2135'THE NORTHEAST CORNER OF THE NORTHEAST RAILROAD BRIDGE ABUTMENT, 0.9 M GT2135'(3.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A LARGE GRANITE BOULDER, GT2135'AND 0.7 M (2.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. GT2135 GT2135 STATION RECOVERY (1998) GT2135 GT2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) GT2135'RECOVERED AS DESCRIBED. GT2135 GT2135 STATION RECOVERY (2000) GT2135 GT2135'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GT2135'RECOVERED IN GOOD CONDITION. GT2135 GT2135 STATION RECOVERY (2004) GT2135 GT2135'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT2135'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT2135'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2135'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU3790 *********************************************************************** FU3790 HT_MOD - This is a Height Modernization Survey Station. FU3790 DESIGNATION - HPGN CA 06 13 FU3790 PID - FU3790 FU3790 STATE/COUNTY- CA/TULARE FU3790 USGS QUAD - DELANO WEST (1969) FU3790 FU3790 *CURRENT SURVEY CONTROL FU3790 ___________________________________________________________________ FU3790* NAD 83(1998)- 35 49 08.62374(N) 119 15 32.41429(W) ADJUSTED FU3790* NAVD 88 - 90.33 (meters) 296.4 (feet) GPS OBS FU3790 ___________________________________________________________________ FU3790 EPOCH DATE - 2004.50 FU3790 X - -2,530,702.791 (meters) COMP FU3790 Y - -4,517,229.716 (meters) COMP FU3790 Z - 3,711,964.412 (meters) COMP FU3790 LAPLACE CORR- 6.59 (seconds) DEFLEC99 FU3790 ELLIP HEIGHT- 57.20 (meters) (06/30/05) GPS OBS FU3790 GEOID HEIGHT- -33.09 (meters) GEOID03 FU3790 FU3790 HORZ ORDER - B FU3790 ELLP ORDER - FOURTH CLASS I FU3790 FU3790.The horizontal coordinates were established by GPS observations FU3790.and adjusted by the GEODETIC SOLUTIONS in June 2005. FU3790.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU3790.DATUM ITEM on the data sheet items page. FU3790.The horizontal coordinates are valid at the epoch date displayed above. FU3790.The epoch date for horizontal control is a decimal equivalence FU3790.of Year/Month/Day. FU3790 FU3790.The orthometric height was determined by GPS observations and a FU3790.high-resolution geoid model using precise GPS observation and FU3790.processing techniques. FU3790 FU3790.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3790 FU3790.The Laplace correction was computed from DEFLEC99 derived deflections. FU3790 FU3790.The ellipsoidal height was determined by GPS observations FU3790.and is referenced to NAD 83. FU3790 FU3790.The geoid height was determined by GEOID03. FU3790 FU3790; North East Units Scale Factor Converg. FU3790;SPC CA 4 - 553,929.671 1,976,593.131 MT 1.00003913 -0 09 16.3 FU3790;SPC CA 4 - 1,817,350.93 6,484,872.63 sFT 1.00003913 -0 09 16.3 FU3790;SPC CA 5 - 757,974.138 1,886,216.890 MT 1.00009585 -0 43 03.5 FU3790;SPC CA 5 - 2,486,786.82 6,188,363.25 sFT 1.00009585 -0 43 03.5 FU3790;UTM 11 - 3,966,235.261 295,920.477 MT 1.00011323 -1 19 21.0 FU3790 FU3790! - Elev Factor x Scale Factor = Combined Factor FU3790!SPC CA 4 - 0.99999102 x 1.00003913 = 1.00003015 FU3790!SPC CA 5 - 0.99999102 x 1.00009585 = 1.00008687 FU3790!UTM 11 - 0.99999102 x 1.00011323 = 1.00010425 FU3790 FU3790 SUPERSEDED SURVEY CONTROL FU3790 FU3790 ELLIP H (11/17/92) 57.34 (m) GP( ) 5 1 FU3790 NAD 83(1986)- 35 49 08.61645(N) 119 15 32.40449(W) AD(1984.00) 1 FU3790 NAD 83(1992)- 35 49 08.61776(N) 119 15 32.40621(W) AD(1991.35) B FU3790 ELLIP H (05/15/92) 57.34 (m) GP(1991.35) 4 2 FU3790 NGVD 29 (11/22/00) 89.6 (m) 294. (f) GPS OBS FU3790 FU3790.Superseded values are not recommended for survey control. FU3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3790.See file dsdata.txt to determine how the superseded data were derived. FU3790 FU3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9592066235(NAD 83) FU3790_MARKER: DD = SURVEY DISK FU3790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FU3790_SP_SET: ALUMINUM ALLOY ROD FU3790_STAMPING: HPGN-CALIF. STA. 06-13 1991 FU3790_MARK LOGO: CADT FU3790_PROJECTION: FLUSH FU3790_MAGNETIC: N = NO MAGNETIC MATERIAL FU3790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3790+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 FU3790_ROD/PIPE-DEPTH: 13.0 meters FU3790 FU3790 HISTORY - Date Condition Report By FU3790 HISTORY - 1991 MONUMENTED CADT FU3790 HISTORY - 19910502 GOOD NGS FU3790 HISTORY - 19920504 GOOD NGS FU3790 HISTORY - 19930201 GOOD CADT FU3790 HISTORY - 19930329 GOOD NOS FU3790 HISTORY - 19940214 GOOD NGS FU3790 HISTORY - 19940705 GOOD CADT FU3790 HISTORY - 20040901 GOOD CSRC FU3790 FU3790 STATION DESCRIPTION FU3790 FU3790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FU3790'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF DELANO IN THE FU3790'WEST RIGHT-OF-WAY OF STATE HIGHWAY 99. FU3790'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND AVE FU3790'24, ABOUT 4.0 MI (6.4 KM) NORTH OF DELANO, GO WEST ON AVE 24 FOR 0.12 FU3790'MI (0.19 KM) TO A CROSSROAD. TURN LEFT AND GO SOUTH ON DRIVE 140, FU3790'PARALLEL TO THE SOUTHERN PACIFIC RAILROAD TRACKS FOR 1.0 MI (1.6 KM) FU3790'TO AVE 16 ON THE RIGHT AND SOUTHBOUND HIGHWAY 99 ENTRANCE ROAD AHEAD. FU3790'CONTINUE SOUTH ON THE ENTRANCE ROAD FOR ABOUT 100 FT (30.5 M) TO THE FU3790'STATION ON THE LEFT IN THE CENTER OF A GRASSY TRIANGLE BETWEEN FU3790'HIGHWAY 99 SOUTHBOUND LANES AND THE ENTRANCE ROAD. FU3790'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FU3790'ACCESS COVER, SET BETWEEN SOUTHBOUND ON-RAMP, SOUTHBOUND OFF-RAMP AND FU3790'SOUTHBOUND HIGHWAY 99 AND 3 FT (0.9 M) LOWER THAN HIGHWAY 99. LOCATED FU3790'98 FT (29.9 M) SOUTH OF THE PROJECTED CENTERLINE OF AVE 16 TO THE FU3790'WEST, 73.3 FT (22.3 M) SOUTH OF JUNCTION POLE WITH LINES RUNNING FU3790'NORTH, SOUTH, EAST AND WEST, 36.6 FT (11.2 M) EAST OF EAST FACE OF FU3790'CURB OF SOUTHBOUND HIGHWAY 99 ON-RAMP AND 2 FT (0.6 M) NORTH OF A FU3790'FIBERGLASS WITNESS POST. FU3790'TO REACH THE BENCHMARK FROM THE STATION GO WEST-NORTHWEST ACROSS FU3790'SOUTHBOUND HIGHWAY 99 ON-RAMP AND SOUTHERN PACIFIC RAILROAD TRACKS TO FU3790'BENCHMARK STAMPED A 948 1959, 29.3 FT (8.9 M) WEST OF WEST RAIL AND FU3790'29.5 FT (9.0 M) SOUTH OF CENTERLINE OF AVE 16. FU3790 FU3790 STATION RECOVERY (1992) FU3790 FU3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FU3790'STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTH OF DELANO, 3.2 KM FU3790'(2.0 MI) NORTH OF THE TULARE-KERN COUNTY LINE, IN THE SOUTHEAST ANGLE FU3790'OF JUNCTION OF 16TH AVENUE, 140 DRIVE AND THE SOUTHBOUND EXIT AND FU3790'ENTRANCE RAMPS TO STATE HIGHWAY 99, ON THE WEST SIDE OF HIGHWAY 99, FU3790'IN A LARGE TRAFFIC ISLAND FORMED BY THE HIGHWAY, THE SOUTHBOUND EXIT FU3790'RAMP TO 16TH AVENUE, AND THE SOUTHBOUND ENTRANCE RAMP TO THE HIGHWAY, FU3790'ON HIGHWAY RIGHT-OF-WAY. OWNERSHIP--CALIFORNIA DEPARTMENT OF FU3790'TRANSPORTATION. FU3790'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND FU3790'24TH AVENUE, ABOUT 7.5 KM (4.7 MI) NORTH OF DELANO, GO WEST ON 24TH FU3790'AVENUE FOR 0.15 KM (0.09 MI) TO A CROSSROAD. TURN LEFT, SOUTH, ON FU3790'140 DRIVE, PARALLELING RAILROAD TRACKS, FOR 1.66 KM (1.03 MI) TO A FU3790'CROSSROAD. CONTINUE AHEAD ON THE HIGHWAY 99 ENTRANCE RAMP FOR 40 M FU3790'(131.2 FT) TO THE STATION ON THE LEFT. NOTE--ALSO REACHED FROM SAME FU3790'OVERPASS BY GOING SOUTH ON HIGHWAY 99 TO THE EXIT RAMP TO 16TH FU3790'AVENUE. BEAR RIGHT ON RAMP TO CROSSROAD AND STATION ON THE LEFT. FU3790'STATION MARK IS A DISK SET ON A ROD ENCASED IN A PVC PIPE WITH AN FU3790'ALUMINUM LOGO CAP IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS FU3790'30.4 M (99.7 FT) WEST OF THE CENTER OF THE SOUTHBOUND HIGHWAY 99 FU3790'LANES, 22.1 M (72.5 FT) SOUTH OF A UTILITY POLE WITH FOUR-WAY WIRES, FU3790'30.5 M (100.1 FT) SOUTH OF THE EXTENDED CENTER OF 16TH AVENUE LEADING FU3790'WEST, 11.1 M (36.4 FT) EAST-NORTHEAST OF THE EXIT RAMP CURB, 0.7 M FU3790'(2.3 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) WEST FU3790'OF A CADT METAL WITNESS POST. FU3790 FU3790 STATION RECOVERY (1993) FU3790 FU3790'RECOVERY NOTE BY CALTRANS 1993 (RGD) FU3790'RECOVERED AS DESCRIBED. FU3790 FU3790 STATION RECOVERY (1993) FU3790 FU3790'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) FU3790'RECOVERED AS DESCRIBED. FU3790 FU3790 STATION RECOVERY (1994) FU3790 FU3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FU3790'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTH OF DELANO, 3 KM (1.9 FU3790'MI) NORTH OF THE TULARE-KERN COUNTY LINE, IN THE SOUTHEAST ANGLE OF FU3790'JUNCTION OF 16TH AVENUE, 140 DRIVE AND THE SOUTHBOUND EXIT AND FU3790'ENTRANCE RAMPS TO STATE HIGHWAY 99, AND ALONG THE WEST SIDE OF HWY 99. FU3790'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE FU3790'OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND 24TH AVENUE, NORTH OF FU3790'DELANO, GO WEST ON 24TH AVENUE FOR 0.15 KM (0.09 MI) TO A CROSSROAD. FU3790'TURN LEFT, SOUTH, ON 140 DRIVE PARALLELING RAILROAD TRACKS FOR 1.7 KM FU3790'(1.1 MI) TO A CROSSROAD. CONTINUE AHEAD ON THE HWY 99 ENTRANCE RAMP FU3790'FOR 40 M (131.2 FT) TO THE STATION ON THE LEFT. STATION MARK IS A FU3790'STANDARD CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE FU3790'WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS FU3790'30.4 M (99.7 FT) WEST OF, AND 0.5 M (1.6 FT) LOWER THAN, THE CENTER OF FU3790'THE SOUTHBOUND LANES, 22.1 M (72.5 FT) SOUTH OF UTILITY POLE NUMBER 85 FU3790'WHICH HAS THREE GUY WIRES, 30.5 M (100.1 FT) SOUTH OF THE EXTENDED FU3790'CENTER OF 16TH AVENUE LEADING WEST, 11.1 M (36.4 FT) EAST-NORTHEAST OF FU3790'THE EXIT RAMP CURB, 0.7 M (2.3 FT) WEST OF A METAL WITNESS POST, AND FU3790'0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST. FU3790 FU3790 STATION RECOVERY (1994) FU3790 FU3790'RECOVERY NOTE BY CALTRANS 1994 (RGD) FU3790'RECOVERED AS DESCRIBED. FU3790 FU3790 STATION RECOVERY (2004) FU3790 FU3790'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) FU3790'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT WITNESS POST IS GONE. FU3790'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT FU3790'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6132 *********************************************************************** AC6132 HT_MOD - This is a Height Modernization Survey Station. AC6132 DESIGNATION - HPGN D CA 06 JK AC6132 PID - AC6132 AC6132 STATE/COUNTY- CA/TULARE AC6132 USGS QUAD - PIXLEY (1969) AC6132 AC6132 *CURRENT SURVEY CONTROL AC6132 ___________________________________________________________________ AC6132* NAD 83(1998)- 35 57 58.17579(N) 119 17 36.16702(W) ADJUSTED AC6132* NAVD 88 - 79.73 (meters) 261.6 (feet) GPS OBS AC6132 ___________________________________________________________________ AC6132 EPOCH DATE - 2004.50 AC6132 X - -2,528,726.510 (meters) COMP AC6132 Y - -4,507,357.891 (meters) COMP AC6132 Z - 3,725,180.721 (meters) COMP AC6132 LAPLACE CORR- 7.17 (seconds) DEFLEC99 AC6132 ELLIP HEIGHT- 46.71 (meters) (06/30/05) GPS OBS AC6132 GEOID HEIGHT- -32.98 (meters) GEOID03 AC6132 AC6132 HORZ ORDER - B AC6132 ELLP ORDER - FOURTH CLASS I AC6132 AC6132.The horizontal coordinates were established by GPS observations AC6132.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6132.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6132.DATUM ITEM on the data sheet items page. AC6132.The horizontal coordinates are valid at the epoch date displayed above. AC6132.The epoch date for horizontal control is a decimal equivalence AC6132.of Year/Month/Day. AC6132 AC6132.The orthometric height was determined by GPS observations and a AC6132.high-resolution geoid model using precise GPS observation and AC6132.processing techniques. AC6132 AC6132.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6132 AC6132.The Laplace correction was computed from DEFLEC99 derived deflections. AC6132 AC6132.The ellipsoidal height was determined by GPS observations AC6132.and is referenced to NAD 83. AC6132 AC6132.The geoid height was determined by GEOID03. AC6132 AC6132; North East Units Scale Factor Converg. AC6132;SPC CA 4 - 570,260.425 1,973,536.373 MT 1.00000657 -0 10 30.1 AC6132;SPC CA 4 - 1,870,929.41 6,474,843.92 sFT 1.00000657 -0 10 30.1 AC6132;UTM 11 - 3,982,626.636 293,197.591 MT 1.00012700 -1 20 50.6 AC6132 AC6132! - Elev Factor x Scale Factor = Combined Factor AC6132!SPC CA 4 - 0.99999267 x 1.00000657 = 0.99999924 AC6132!UTM 11 - 0.99999267 x 1.00012700 = 1.00011967 AC6132 AC6132 SUPERSEDED SURVEY CONTROL AC6132 AC6132 NAD 83(1992)- 35 57 58.16999(N) 119 17 36.15914(W) AD(1991.35) 1 AC6132 ELLIP H (01/22/97) 47.08 (m) GP(1991.35) 4 2 AC6132 AC6132.Superseded values are not recommended for survey control. AC6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6132.See file dsdata.txt to determine how the superseded data were derived. AC6132 AC6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9319882627(NAD 83) AC6132_MARKER: DD = SURVEY DISK AC6132_SETTING: 30 = SET IN A LIGHT STRUCTURE AC6132_SP_SET: SET IN TOP OF HEADWALL AC6132_STAMPING: CA-HPGN-DENSIFICATION STA. 06-JK 1993 AC6132_MARK LOGO: CADT AC6132_MAGNETIC: N = NO MAGNETIC MATERIAL AC6132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6132+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6132 AC6132 HISTORY - Date Condition Report By AC6132 HISTORY - 1993 MONUMENTED CADT AC6132 HISTORY - 20040901 GOOD CSRC AC6132 AC6132 STATION DESCRIPTION AC6132 AC6132'DESCRIBED BY CALTRANS 1993 (RGD) AC6132'THE STATION IS LOCATED IN PIXLEY, ABOUT 17 MI (27.4 KM) SOUTH OF AC6132'TULARE, 17 MI (27.4 KM) SOUTHWEST OF PORTERVILLE AND 14 MI (22.5 KM) AC6132'NORTH OF DELANO. TO REACH THE STATION FROM THE JUNCTION OF STATE AC6132'HIGHWAYS 99 AND 190, ABOUT 10 MI (16.1 KM) SOUTH OF TULARE, GO SOUTH AC6132'ON HIGHWAY 99 FOR 5.4 MI (8.7 KM) TO THE COURT STREET OFF-RAMP. TAKE AC6132'THE OFF-RAMP SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH COURT AC6132'STREET. TURN RIGHT AND GO WEST ON COURT STREET FOR 0.1 MI (0.2 KM) TO AC6132'THE T-INTERSECTION WITH MAIN STREET. TURN LEFT AND GO SOUTH ON SOUTH AC6132'MAIN STREET FOR 0.35 MI (0.56 KM) TO A SIDE ROAD LEFT, EAST BRADBURY AC6132'AVENUE. TURN RIGHT AND GO WEST FOR ABOUT 150 FT (45.7 M) TO THE AC6132'SOUTHERN PACIFIC RAILROAD TRACKS AND THE STATION ON THE RIGHT. THE AC6132'STATION IS SET IN THE NORTHWEST CORNER OF A CONCRETE HEADWALL, ABOUT AC6132'175 FT (53.3 M) WEST OF THE CENTERLINE OF SOUTH MAIN STREET, 67.5 FT AC6132'(20.6 M) NORTHWEST OF UTILITY POLE NO 1035-13-80021, 23 FT (7.0 M) AC6132'NORTH OF THE CENTERLINE OF EAST BRADBURY AVENUE PROJECTED WEST, 17.6 AC6132'FT (5.4 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, ABOUT 1 FT AC6132'(0.3 M) LOWER THAN THE RAILROAD TRACKS AND PROJECTS 0.5 FT (0.2 M) AC6132'ABOVE GROUND. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6132'DENSIFICATION SURVEY. AC6132 AC6132 STATION RECOVERY (2004) AC6132 AC6132'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6132'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6132'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6132'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6129 *********************************************************************** AC6129 HT_MOD - This is a Height Modernization Survey Station. AC6129 DESIGNATION - HPGN D CA 06 LJ AC6129 PID - AC6129 AC6129 STATE/COUNTY- CA/TULARE AC6129 USGS QUAD - PAIGE (1969) AC6129 AC6129 *CURRENT SURVEY CONTROL AC6129 ___________________________________________________________________ AC6129* NAD 83(1998)- 36 12 10.61208(N) 119 27 53.17766(W) ADJUSTED AC6129* NAVD 88 - 75.32 (meters) 247.1 (feet) GPS OBS AC6129 ___________________________________________________________________ AC6129 EPOCH DATE - 2004.50 AC6129 X - -2,534,584.655 (meters) COMP AC6129 Y - -4,486,297.078 (meters) COMP AC6129 Z - 3,746,411.803 (meters) COMP AC6129 LAPLACE CORR- 4.89 (seconds) DEFLEC99 AC6129 ELLIP HEIGHT- 42.56 (meters) (06/30/05) GPS OBS AC6129 GEOID HEIGHT- -32.72 (meters) GEOID03 AC6129 AC6129 HORZ ORDER - B AC6129 ELLP ORDER - FOURTH CLASS I AC6129 AC6129.The horizontal coordinates were established by GPS observations AC6129.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6129.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6129.DATUM ITEM on the data sheet items page. AC6129.The horizontal coordinates are valid at the epoch date displayed above. AC6129.The epoch date for horizontal control is a decimal equivalence AC6129.of Year/Month/Day. AC6129 AC6129.The orthometric height was determined by GPS observations and a AC6129.high-resolution geoid model using precise GPS observation and AC6129.processing techniques. AC6129 AC6129.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6129 AC6129.The Laplace correction was computed from DEFLEC99 derived deflections. AC6129 AC6129.The ellipsoidal height was determined by GPS observations AC6129.and is referenced to NAD 83. AC6129 AC6129.The geoid height was determined by GEOID03. AC6129 AC6129; North East Units Scale Factor Converg. AC6129;SPC CA 4 - 596,594.881 1,958,203.622 MT 0.99996783 -0 16 38.2 AC6129;SPC CA 4 - 1,957,328.37 6,424,539.72 sFT 0.99996783 -0 16 38.2 AC6129;UTM 11 - 4,009,274.931 278,405.729 MT 1.00020506 -1 27 23.1 AC6129 AC6129! - Elev Factor x Scale Factor = Combined Factor AC6129!SPC CA 4 - 0.99999332 x 0.99996783 = 0.99996115 AC6129!UTM 11 - 0.99999332 x 1.00020506 = 1.00019838 AC6129 AC6129 SUPERSEDED SURVEY CONTROL AC6129 AC6129 NAD 83(1992)- 36 12 10.60673(N) 119 27 53.16968(W) AD(1991.35) 1 AC6129 ELLIP H (01/22/97) 42.90 (m) GP(1991.35) 4 2 AC6129 AC6129.Superseded values are not recommended for survey control. AC6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6129.See file dsdata.txt to determine how the superseded data were derived. AC6129 AC6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7840609275(NAD 83) AC6129_MARKER: DD = SURVEY DISK AC6129_SETTING: 30 = SET IN A LIGHT STRUCTURE AC6129_SP_SET: TOP OF HEADWALL AC6129_STAMPING: CA-HPGN-DENSIFICATION STA. 06-LJ 1993 AC6129_MARK LOGO: CADT AC6129_MAGNETIC: N = NO MAGNETIC MATERIAL AC6129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6129+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC6129 AC6129 HISTORY - Date Condition Report By AC6129 HISTORY - 1993 MONUMENTED CADT AC6129 HISTORY - 20040519 GOOD CADT AC6129 AC6129 STATION DESCRIPTION AC6129 AC6129'DESCRIBED BY CALTRANS 1993 (RGD) AC6129'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 137 AND AC6129'ROAD 48, ABOUT 13 MI (20.9 KM) SOUTHEAST OF HANFORD, 10 MI (16.1 KM) AC6129'NORTHWEST OF CORCORAN AND 6 MI (9.7 KM) WEST OF TULARE. TO REACH THE AC6129'STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 198, ABOUT 1 MI AC6129'(1.6 KM) SOUTH OF GOSHEN, GO WEST ON HIGHWAY 198 FOR 0.7 MI (1.1 KM) AC6129'TO THE INTERSECTION WITH ROAD 68 (TULARE COUNTY ROAD J25) . TURN LEFT AC6129'AND GO SOUTH ON ROAD 68 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH AC6129'AVENUE 280. CONTINUE SOUTH ON ROAD 68 FOR 6.0 MI (9.7 KM) TO THE AC6129'INTERSECTION WITH AVENUE 232. CONTINUE SOUTH ON ROAD 68 FOR 0.5 MI AC6129'(0.8 KM) TO THE INTERSECTION WITH STATE HIGHWAY 137 (AVENUE 228) . AC6129'TURN RIGHT AND GO WEST ON HIGHWAY 137 FOR 2.4 MI (3.9 KM) TO AN AC6129'IRRIGATION CANAL AND THE STATION ON THE LEFT AT POST MILE 8.8. THE AC6129'STATION IS 0.1 MI (0.2 KM) EAST OF THE INTERSECTION OF HIGHWAY 137 AND AC6129'ROAD 48. THE STATION IS SET IN THE TOP OF THE CONCRETE HEADWALL OF AC6129'THE IRRIGATION CANAL, 31.4 FT (9.6 M) SOUTH OF THE CENTERLINE OF AC6129'HIGHWAY 137, 16.5 FT (5.0 M) WEST OF THE CENTER OF THE IRRIGATION AC6129'CANAL, 1.1 FT (0.3 M) EAST OF THE WEST END OF THE HEADWALL AND ABOUT 2 AC6129'FT (0.6 M) HIGHER THAN HIGHWAY 137. THE STATION WAS OCCUPIED AS PART AC6129'OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AC6129 AC6129 STATION RECOVERY (2004) AC6129 AC6129'RECOVERY NOTE BY CALTRANS 2004 (GC) AC6129'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AC6129'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6129'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6130 *********************************************************************** AC6130 HT_MOD - This is a Height Modernization Survey Station. AC6130 DESIGNATION - HPGN D CA 06 LK AC6130 PID - AC6130 AC6130 STATE/COUNTY- CA/TULARE AC6130 USGS QUAD - TULARE (1969) AC6130 AC6130 *CURRENT SURVEY CONTROL AC6130 ___________________________________________________________________ AC6130* NAD 83(1998)- 36 09 08.92229(N) 119 19 44.42490(W) ADJUSTED AC6130* NAVD 88 - 79.59 (meters) 261.1 (feet) GPS OBS AC6130 ___________________________________________________________________ AC6130 EPOCH DATE - 2004.50 AC6130 X - -2,525,568.111 (meters) COMP AC6130 Y - -4,495,175.483 (meters) COMP AC6130 Z - 3,741,893.997 (meters) COMP AC6130 LAPLACE CORR- 5.59 (seconds) DEFLEC99 AC6130 ELLIP HEIGHT- 47.05 (meters) (06/30/05) GPS OBS AC6130 GEOID HEIGHT- -32.50 (meters) GEOID03 AC6130 AC6130 HORZ ORDER - B AC6130 ELLP ORDER - FOURTH CLASS I AC6130 AC6130.This mark is at Mefford Field Airport (TLR) AC6130 AC6130.The horizontal coordinates were established by GPS observations AC6130.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6130.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6130.DATUM ITEM on the data sheet items page. AC6130.The horizontal coordinates are valid at the epoch date displayed above. AC6130.The epoch date for horizontal control is a decimal equivalence AC6130.of Year/Month/Day. AC6130 AC6130.The orthometric height was determined by GPS observations and a AC6130.high-resolution geoid model using precise GPS observation and AC6130.processing techniques. AC6130 AC6130.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6130 AC6130.The Laplace correction was computed from DEFLEC99 derived deflections. AC6130 AC6130.The ellipsoidal height was determined by GPS observations AC6130.and is referenced to NAD 83. AC6130 AC6130.The geoid height was determined by GEOID03. AC6130 AC6130; North East Units Scale Factor Converg. AC6130;SPC CA 4 - 590,944.421 1,970,393.541 MT 0.99997467 -0 11 46.6 AC6130;SPC CA 4 - 1,938,790.15 6,464,532.81 sFT 0.99997467 -0 11 46.6 AC6130;UTM 11 - 4,003,373.734 290,479.273 MT 1.00014093 -1 22 28.1 AC6130 AC6130! - Elev Factor x Scale Factor = Combined Factor AC6130!SPC CA 4 - 0.99999262 x 0.99997467 = 0.99996729 AC6130!UTM 11 - 0.99999262 x 1.00014093 = 1.00013354 AC6130 AC6130 SUPERSEDED SURVEY CONTROL AC6130 AC6130 NAD 83(1992)- 36 09 08.91691(N) 119 19 44.41636(W) AD(1991.35) 1 AC6130 ELLIP H (01/22/97) 47.64 (m) GP(1991.35) 4 2 AC6130 AC6130.Superseded values are not recommended for survey control. AC6130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6130.See file dsdata.txt to determine how the superseded data were derived. AC6130 AC6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9047903374(NAD 83) AC6130_MARKER: DD = SURVEY DISK AC6130_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AC6130+WITH SETTING: INFORMATION. AC6130_STAMPING: CA-HPGN-DENSIFICATION STA. 06-LK 1993 AC6130_MARK LOGO: CADT AC6130_PROJECTION: RECESSED 4 CENTIMETERS AC6130_MAGNETIC: N = NO MAGNETIC MATERIAL AC6130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6130+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6130_ROD/PIPE-DEPTH: 3.00 meters AC6130 AC6130 HISTORY - Date Condition Report By AC6130 HISTORY - 1993 MONUMENTED CADT AC6130 HISTORY - 20040901 GOOD CSRC AC6130 AC6130 STATION DESCRIPTION AC6130 AC6130'DESCRIBED BY CALTRANS 1993 (RGD) AC6130'THE STATION IS LOCATED ON THE SOUTH SIDE OF MEFFORD AIRPORT, ABOUT 18 AC6130'MI (29.0 KM) NORTHWEST OF PORTERVILLE AND 4 MI (6.4 KM) SOUTH OF AC6130'TULARE. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AC6130'AND 137 IN TULARE, GO SOUTH ON HIGHWAY 99 FOR 3.8 MI (6.1 KM) TO THE AC6130'AVENUE 200 OFF-RAMP. TAKE THE OFF-RAMP SOUTH AND WEST FOR 0.2 MI (0.3 AC6130'KM) TO AVENUE 200 AND A SIDE ROAD LEFT. BEAR LEFT AND GO SOUTH, EAST, AC6130'AND NORTH ON A CONNECTOR ROAD, CROSSING OVER HIGHWAY 99, FOR 0.4 MI AC6130'(0.6 KM) TO A SIDE ROAD RIGHT, EAST RANKIN AVENUE AND THE STATION ON AC6130'THE LEFT. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH AC6130'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 74 FT (22.6 M) AC6130'SOUTH OF THE INTERSECTION OF THE CONNECTOR ROAD AND EAST RANKIN AC6130'AVENUE, 30.3 FT (9.2 M) SOUTHWEST OF THE CENTERLINE OF THE CONNECTOR AC6130'ROAD, 7.0 FT (2.1 M) SOUTHWEST OF AN ASPHALT CURB, 3.5 FT (1.1 M) AC6130'NORTHEAST OF A FIBERGLASS WITNESS POST AND ABOUT 1 FT (0.3 M) LOWER AC6130'THAN THE ROAD. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6130'DENSIFICATION SURVEY. AC6130 AC6130 STATION RECOVERY (2004) AC6130 AC6130'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6130'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6130'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6130'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6131 *********************************************************************** AC6131 HT_MOD - This is a Height Modernization Survey Station. AC6131 DESIGNATION - HPGN D CA 06 LL AC6131 PID - AC6131 AC6131 STATE/COUNTY- CA/TULARE AC6131 USGS QUAD - LINDSAY (1969) AC6131 AC6131 *CURRENT SURVEY CONTROL AC6131 ___________________________________________________________________ AC6131* NAD 83(1998)- 36 12 36.32130(N) 119 06 32.54949(W) ADJUSTED AC6131* NAVD 88 - 113.14 (meters) 371.2 (feet) GPS OBS AC6131 ___________________________________________________________________ AC6131 EPOCH DATE - 2004.50 AC6131 X - -2,506,469.720 (meters) COMP AC6131 Y - -4,501,565.478 (meters) COMP AC6131 Z - 3,747,074.316 (meters) COMP AC6131 LAPLACE CORR- 8.34 (seconds) DEFLEC99 AC6131 ELLIP HEIGHT- 81.66 (meters) (06/30/05) GPS OBS AC6131 GEOID HEIGHT- -31.45 (meters) GEOID03 AC6131 AC6131 HORZ ORDER - B AC6131 ELLP ORDER - FOURTH CLASS I AC6131 AC6131.The horizontal coordinates were established by GPS observations AC6131.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6131.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6131.DATUM ITEM on the data sheet items page. AC6131.The horizontal coordinates are valid at the epoch date displayed above. AC6131.The epoch date for horizontal control is a decimal equivalence AC6131.of Year/Month/Day. AC6131 AC6131.The orthometric height was determined by GPS observations and a AC6131.high-resolution geoid model using precise GPS observation and AC6131.processing techniques. AC6131 AC6131.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6131 AC6131.The Laplace correction was computed from DEFLEC99 derived deflections. AC6131 AC6131.The ellipsoidal height was determined by GPS observations AC6131.and is referenced to NAD 83. AC6131 AC6131.The geoid height was determined by GEOID03. AC6131 AC6131; North East Units Scale Factor Converg. AC6131;SPC CA 4 - 597,291.723 1,990,194.883 MT 0.99996693 -0 03 54.2 AC6131;SPC CA 4 - 1,959,614.59 6,529,497.71 sFT 0.99996693 -0 03 54.2 AC6131;UTM 11 - 4,009,312.719 310,409.501 MT 1.00004290 -1 14 46.6 AC6131 AC6131! - Elev Factor x Scale Factor = Combined Factor AC6131!SPC CA 4 - 0.99998718 x 0.99996693 = 0.99995411 AC6131!UTM 11 - 0.99998718 x 1.00004290 = 1.00003008 AC6131 AC6131 SUPERSEDED SURVEY CONTROL AC6131 AC6131 NAD 83(1992)- 36 12 36.31519(N) 119 06 32.54163(W) AD(1991.35) 1 AC6131 ELLIP H (01/22/97) 81.69 (m) GP(1991.35) 4 2 AC6131 AC6131.Superseded values are not recommended for survey control. AC6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6131.See file dsdata.txt to determine how the superseded data were derived. AC6131 AC6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA1041009313(NAD 83) AC6131_MARKER: DD = SURVEY DISK AC6131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6131_STAMPING: CA-HPGN-DENSIFICATION STA. 06-LL 1993 AC6131_MARK LOGO: CADT AC6131_PROJECTION: RECESSED 6 CENTIMETERS AC6131_MAGNETIC: N = NO MAGNETIC MATERIAL AC6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6131+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC6131_ROD/PIPE-DEPTH: 4.00 meters AC6131 AC6131 HISTORY - Date Condition Report By AC6131 HISTORY - 1993 MONUMENTED CADT AC6131 HISTORY - 20001215 GOOD CADT AC6131 HISTORY - 20040519 GOOD CADT AC6131 AC6131 STATION DESCRIPTION AC6131 AC6131'DESCRIBED BY CALTRANS 1993 (RGD) AC6131'THE STATION IS LOCATED NEAR LINDSAY, ABOUT 12 MI (19.3 KM) EAST OF AC6131'TULARE AND 10 MI (16.1 KM) NORTH-NORTHWEST OF PORTERVILLE. TO REACH AC6131'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND 190, ON THE AC6131'SOUTHWEST SIDE OF PORTERVILLE, GO NORTH ON HIGHWAY 65 FOR 6.9 MI (11.1 AC6131'KM) TO THE INTERSECTION WITH AVENUE 196. CONTINUE NORTH ON HIGHWAY 65 AC6131'FOR 4.4 MI (7.1 KM) TO THE INTERSECTION WITH HERMOSA AVENUE. CONTINUE AC6131'NORTH THEN WEST ON HIGHWAY 65 FOR 0.7 MI (1.1 KM) TO A SIDE ROAD AC6131'RIGHT, TULARE ROAD. TURN RIGHT AND GO NORTH THEN EAST ON TULARE ROAD AC6131'FOR 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE RIGHT. TURN RIGHT AND GO AC6131'SOUTH ON THE DIRT ROAD FOR ABOUT 175 FT (53.3 M) TO THE STATION. THE AC6131'STATION IS LOCATED AT HIGHWAY 65 POST MILE 30.01. THE STATION IS A AC6131'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE AC6131'FLUSH WITH THE GROUND, 183.5 FT (55.9 M) SOUTH OF THE CENTERLINE OF AC6131'TULARE ROAD, 81.5 FT (24.8 M) NORTHWEST OF THE SOUTHEAST END OF THE AC6131'METAL GUARD RAIL ALONG THE EAST SIDE OF HIGHWAY 65, 36.6 FT (11.2 M) AC6131'NORTHEAST OF THE CENTERLINE OF HIGHWAY 65, 14.0 FT (4.3 M) NORTHEAST AC6131'OF THE GUARD RAIL, 3.0 FT (0.9 M) SOUTHEAST OF A FIBERGLASS WITNESS AC6131'POST AND LEVEL WITH HIGHWAY 65. THE STATION WAS OCCUPIED AS PART OF A AC6131'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6131 AC6131 STATION RECOVERY (2000) AC6131 AC6131'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6131'RECOVERED IN GOOD CONDITION. AC6131 AC6131 STATION RECOVERY (2004) AC6131 AC6131'RECOVERY NOTE BY CALTRANS 2004 (GC) AC6131'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6131'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6131'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6134 *********************************************************************** AC6134 HT_MOD - This is a Height Modernization Survey Station. AC6134 DESIGNATION - HPGN D CA 06 MJ AC6134 PID - AC6134 AC6134 STATE/COUNTY- CA/TULARE AC6134 USGS QUAD - GOSHEN (1969) AC6134 AC6134 *CURRENT SURVEY CONTROL AC6134 ___________________________________________________________________ AC6134* NAD 83(1998)- 36 19 39.70559(N) 119 28 26.48751(W) ADJUSTED AC6134* NAVD 88 - 79.64 (meters) 261.3 (feet) GPS OBS AC6134 ___________________________________________________________________ AC6134 EPOCH DATE - 2004.50 AC6134 X - -2,531,282.181 (meters) COMP AC6134 Y - -4,478,762.588 (meters) COMP AC6134 Z - 3,757,575.821 (meters) COMP AC6134 LAPLACE CORR- 4.68 (seconds) DEFLEC99 AC6134 ELLIP HEIGHT- 47.43 (meters) (06/30/05) GPS OBS AC6134 GEOID HEIGHT- -32.17 (meters) GEOID03 AC6134 AC6134 HORZ ORDER - B AC6134 ELLP ORDER - FOURTH CLASS I AC6134 AC6134.The horizontal coordinates were established by GPS observations AC6134.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6134.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6134.DATUM ITEM on the data sheet items page. AC6134.The horizontal coordinates are valid at the epoch date displayed above. AC6134.The epoch date for horizontal control is a decimal equivalence AC6134.of Year/Month/Day. AC6134 AC6134.The orthometric height was determined by GPS observations and a AC6134.high-resolution geoid model using precise GPS observation and AC6134.processing techniques. AC6134 AC6134.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6134 AC6134.The Laplace correction was computed from DEFLEC99 derived deflections. AC6134 AC6134.The ellipsoidal height was determined by GPS observations AC6134.and is referenced to NAD 83. AC6134 AC6134.The geoid height was determined by GEOID03. AC6134 AC6134; North East Units Scale Factor Converg. AC6134;SPC CA 4 - 610,440.785 1,957,439.861 MT 0.99995423 -0 16 58.1 AC6134;SPC CA 4 - 2,002,754.48 6,422,033.94 sFT 0.99995423 -0 16 58.1 AC6134;UTM 11 - 4,023,137.042 277,927.454 MT 1.00020766 -1 27 58.4 AC6134 AC6134! - Elev Factor x Scale Factor = Combined Factor AC6134!SPC CA 4 - 0.99999256 x 0.99995423 = 0.99994679 AC6134!UTM 11 - 0.99999256 x 1.00020766 = 1.00020021 AC6134 AC6134 SUPERSEDED SURVEY CONTROL AC6134 AC6134 NAD 83(1992)- 36 19 39.69945(N) 119 28 26.47945(W) AD(1991.35) 1 AC6134 ELLIP H (01/22/97) 47.83 (m) GP(1991.35) 4 2 AC6134 AC6134.Superseded values are not recommended for survey control. AC6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6134.See file dsdata.txt to determine how the superseded data were derived. AC6134 AC6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7792723137(NAD 83) AC6134_MARKER: DD = SURVEY DISK AC6134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6134_STAMPING: CA-HPGN-DENSIFICATION STA. 06-MJ 1993 AC6134_MARK LOGO: CADT AC6134_PROJECTION: RECESSED 6 CENTIMETERS AC6134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6134+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC6134_ROD/PIPE-DEPTH: 5.00 meters AC6134 AC6134 HISTORY - Date Condition Report By AC6134 HISTORY - 1993 MONUMENTED CADT AC6134 HISTORY - 20040519 GOOD CADT AC6134 AC6134 STATION DESCRIPTION AC6134 AC6134'DESCRIBED BY CALTRANS 1993 (RGD) AC6134'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 198, NEAR AC6134'THE KINGS/TULARE COUNTY LINE, ABOUT 12 MI (19.3 KM) WEST OF VISALIA AC6134'AND 10 MI (16.1 KM) EAST OF HANFORD. TO REACH THE STATION FROM THE AC6134'JUNCTION OF STATE HIGHWAYS 99 AND 198, ABOUT 1 MI (1.6 KM) SOUTH OF AC6134'GOSHEN, GO WEST ON HIGHWAY 198 FOR 3.2 MI (5.1 KM) TO THE INTERSECTION AC6134'WITH ROAD 48. CONTINUE WEST ON HIGHWAY 198 FOR 0.45 MI (0.72 KM) TO AC6134'THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE INTERSECTION AC6134'OF HIGHWAY 198 AND 1ST AVENUE/ROAD 44 AT POST MILE 0.07. THE STATION AC6134'IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE AC6134'FLUSH WITH THE GROUND, 396 FT (120.7 M) EAST OF THE CENTERLINE OF ROAD AC6134'44, 259 FT (78.9 M) WEST OF A FENCE CORNER (FENCE RUNS WEST AND NORTH) AC6134', 190 FT (57.9 M) EAST OF A FENCE CORNER (FENCE RUNS EAST, WEST AND AC6134'NORTH) , 39.0 FT (11.9 M) NORTH OF THE CENTERLINE OF HIGHWAY 198, 2.5 AC6134'FT (0.8 M) SOUTH OF A HOG AND BARBED WIRE FENCE, 2.0 FT (0.6 M) SOUTH AC6134'OF A FIBERGLASS WITNESS POST AND ABOUT 2 FT (0.6 M) LOWER THAN HIGHWAY AC6134'198. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6134'DENSIFICATION SURVEY. AC6134 AC6134 STATION RECOVERY (2004) AC6134 AC6134'RECOVERY NOTE BY CALTRANS 2004 (GC) AC6134'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6134'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6134'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6111 *********************************************************************** AC6111 HT_MOD - This is a Height Modernization Survey Station. AC6111 DESIGNATION - HPGN D CA 06 NJ AC6111 PID - AC6111 AC6111 STATE/COUNTY- CA/TULARE AC6111 USGS QUAD - TRAVER (1977) AC6111 AC6111 *CURRENT SURVEY CONTROL AC6111 ___________________________________________________________________ AC6111* NAD 83(1998)- 36 27 05.42802(N) 119 29 31.55729(W) ADJUSTED AC6111* NAVD 88 - 87.00 (meters) 285.4 (feet) GPS OBS AC6111 ___________________________________________________________________ AC6111 EPOCH DATE - 2004.50 AC6111 X - -2,528,685.285 (meters) COMP AC6111 Y - -4,470,874.474 (meters) COMP AC6111 Z - 3,768,640.393 (meters) COMP AC6111 LAPLACE CORR- 6.13 (seconds) DEFLEC99 AC6111 ELLIP HEIGHT- 55.23 (meters) (06/30/05) GPS OBS AC6111 GEOID HEIGHT- -31.74 (meters) GEOID03 AC6111 AC6111 HORZ ORDER - B AC6111 ELLP ORDER - FOURTH CLASS I AC6111 AC6111.The horizontal coordinates were established by GPS observations AC6111.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6111.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6111.DATUM ITEM on the data sheet items page. AC6111.The horizontal coordinates are valid at the epoch date displayed above. AC6111.The epoch date for horizontal control is a decimal equivalence AC6111.of Year/Month/Day. AC6111 AC6111.The orthometric height was determined by GPS observations and a AC6111.high-resolution geoid model using precise GPS observation and AC6111.processing techniques. AC6111 AC6111.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6111 AC6111.The Laplace correction was computed from DEFLEC99 derived deflections. AC6111 AC6111.The ellipsoidal height was determined by GPS observations AC6111.and is referenced to NAD 83. AC6111 AC6111.The geoid height was determined by GEOID03. AC6111 AC6111; North East Units Scale Factor Converg. AC6111;SPC CA 4 - 624,187.000 1,955,887.415 MT 0.99994537 -0 17 36.9 AC6111;SPC CA 4 - 2,047,853.52 6,416,940.63 sFT 0.99994537 -0 17 36.9 AC6111;UTM 11 - 4,036,916.041 276,659.423 MT 1.00021461 -1 28 52.6 AC6111 AC6111! - Elev Factor x Scale Factor = Combined Factor AC6111!SPC CA 4 - 0.99999133 x 0.99994537 = 0.99993670 AC6111!UTM 11 - 0.99999133 x 1.00021461 = 1.00020594 AC6111 AC6111 SUPERSEDED SURVEY CONTROL AC6111 AC6111 NAD 83(1992)- 36 27 05.42259(N) 119 29 31.55035(W) AD(1991.35) 1 AC6111 ELLIP H (01/22/97) 55.30 (m) GP(1991.35) 4 2 AC6111 AC6111.Superseded values are not recommended for survey control. AC6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6111.See file dsdata.txt to determine how the superseded data were derived. AC6111 AC6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7665936916(NAD 83) AC6111_MARKER: DD = SURVEY DISK AC6111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6111_STAMPING: CA-HPGN-DENSIFICATION STA. 06-NJ 1993 AC6111_MARK LOGO: CADT AC6111_PROJECTION: RECESSED 6 CENTIMETERS AC6111_MAGNETIC: N = NO MAGNETIC MATERIAL AC6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6111+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6111_ROD/PIPE-DEPTH: 7.30 meters AC6111 AC6111 HISTORY - Date Condition Report By AC6111 HISTORY - 1993 MONUMENTED CADT AC6111 HISTORY - 19931018 GOOD CADT AC6111 HISTORY - 20000728 GOOD CADT AC6111 HISTORY - 20040901 GOOD CSRC AC6111 AC6111 STATION DESCRIPTION AC6111 AC6111'DESCRIBED BY CALTRANS 1993 (DAB) AC6111'THE STATION IS LOCATED IN TRAVER, ABOUT 26 MI (41.8 KM) SOUTHEAST OF AC6111'FRESNO AND 14.5 MI (23.3 KM) NORTHWEST OF VISALIA. TO REACH THE AC6111'STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 198, ABOUT 1 MI AC6111'(1.6 KM) SOUTH OF GOSHEN, GO NORTH ON HIGHWAY 99 FOR 9.7 MI (15.6 KM) AC6111'TO THE MERRIT DRIVE OFF-RAMP IN TRAVER. TAKE THE OFF-RAMP NORTH FOR AC6111'0.2 MI (0.3 KM) TO THE INTERSECTION WITH MERRIT DRIVE. TURN LEFT AND AC6111'GO WEST ON MERRIT DRIVE, CROSSING OVER HIGHWAY 99, FOR 0.15 MI (0.24 AC6111'KM) TO THE STATION ON THE LEFT AT THE T-INTERSECTION OF MERRIT DRIVE AC6111'AND ROAD 36. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH AC6111'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 121.5 FT (37.0 M) AC6111'SOUTHEAST OF AND ACROSS ROAD 36 FROM A POWER POLE, 88.0 FT (26.8 M) AC6111'EAST OF THE CENTERLINE OF ROAD 36, 47.5 FT (14.5 M) SOUTH OF THE AC6111'CENTERLINE OF MERRIT DRIVE, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS AC6111'POST, 2.4 FT (0.7 M) NORTHEAST OF AN ANGLE POINT IN RIGHT-OF-WAY FENCE AC6111'AND ABOUT 3 FT (0.9 M) LOWER THAN MERRIT DRIVE. THE STATION WAS AC6111'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AC6111 AC6111 STATION RECOVERY (1993) AC6111 AC6111'RECOVERY NOTE BY CALTRANS 1993 (RGD) AC6111'RECOVERED AS DESCRIBED. AC6111 AC6111 STATION RECOVERY (2000) AC6111 AC6111'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6111'RECOVERED IN GOOD CONDITION. AC6111 AC6111 STATION RECOVERY (2004) AC6111 AC6111'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6111'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6111'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6111'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6690 *********************************************************************** DH6690 HT_MOD - This is a Height Modernization Survey Station. DH6690 DESIGNATION - JACOB DH6690 PID - DH6690 DH6690 STATE/COUNTY- CA/TULARE DH6690 USGS QUAD - MONSON (1969) DH6690 DH6690 *CURRENT SURVEY CONTROL DH6690 ___________________________________________________________________ DH6690* NAD 83(1998)- 36 29 11.80254(N) 119 17 14.77895(W) ADJUSTED DH6690* NAVD 88 - 103.88 (meters) 340.8 (feet) GPS OBS DH6690 ___________________________________________________________________ DH6690 EPOCH DATE - 2004.50 DH6690 X - -2,511,573.508 (meters) COMP DH6690 Y - -4,477,871.388 (meters) COMP DH6690 Z - 3,771,783.569 (meters) COMP DH6690 LAPLACE CORR- 6.17 (seconds) DEFLEC99 DH6690 ELLIP HEIGHT- 72.96 (meters) (06/30/05) GPS OBS DH6690 GEOID HEIGHT- -30.88 (meters) GEOID03 DH6690 DH6690 HORZ ORDER - B DH6690 ELLP ORDER - FOURTH CLASS I DH6690 DH6690.The horizontal coordinates were established by GPS observations DH6690.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6690.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6690.DATUM ITEM on the data sheet items page. DH6690.The horizontal coordinates are valid at the epoch date displayed above. DH6690.The epoch date for horizontal control is a decimal equivalence DH6690.of Year/Month/Day. DH6690 DH6690.The orthometric height was determined by GPS observations and a DH6690.high-resolution geoid model using precise GPS observation and DH6690.processing techniques. DH6690 DH6690.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6690 DH6690.The Laplace correction was computed from DEFLEC99 derived deflections. DH6690 DH6690.The ellipsoidal height was determined by GPS observations DH6690.and is referenced to NAD 83. DH6690 DH6690.The geoid height was determined by GEOID03. DH6690 DH6690; North East Units Scale Factor Converg. DH6690;SPC CA 4 - 628,007.725 1,974,245.116 MT 0.99994370 -0 10 17.3 DH6690;SPC CA 4 - 2,060,388.68 6,477,169.18 sFT 0.99994370 -0 10 17.3 DH6690;UTM 11 - 4,040,355.947 295,096.489 MT 1.00011731 -1 21 38.4 DH6690 DH6690! - Elev Factor x Scale Factor = Combined Factor DH6690!SPC CA 4 - 0.99998855 x 0.99994370 = 0.99993225 DH6690!UTM 11 - 0.99998855 x 1.00011731 = 1.00010586 DH6690 DH6690 SUPERSEDED SURVEY CONTROL DH6690 DH6690.No superseded survey control is available for this station. DH6690 DH6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9509640356(NAD 83) DH6690_MARKER: DD = SURVEY DISK DH6690_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6690_SP_SET: HEADWALL DH6690_STAMPING: JACOB 2004 DH6690_MARK LOGO: CADT DH6690_MAGNETIC: N = NO MAGNETIC MATERIAL DH6690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6690+STABILITY: SURFACE MOTION DH6690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6690+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6690 DH6690 HISTORY - Date Condition Report By DH6690 HISTORY - 20031022 MONUMENTED CADT DH6690 DH6690 STATION DESCRIPTION DH6690 DH6690'DESCRIBED BY CALTRANS 2003 (GC) DH6690'THE STATION IS LOCATED ABOUT 15 MILES EAST OF THE CITY OF KINGSBURG, DH6690'ABOUT 10 MILES NORTH OF THE CITY OF VISALIA, OR ABOUT 2 MILES SOUTH DH6690'OF THE TOWN OF CUTLER. TO REACH THE STATION FROM THE INTERSECTION OF DH6690'STATE HIGHWAY 99 AND STATE HIGHWAY 201 EAST, EXIT AT CONEJO AVE (HWY DH6690'201) IN KINGSBURG. DRIVE EAST ON CONEJO AVE, HWY 201 ABOUT 0.5 MI TO DH6690'THE INTERSECTION WITH ACADEMY AVE. CONTINUE EAST ON HWY 201, WHICH DH6690'BECOMES AVE 400 IN TULARE COUNTY, FOR 15 MILES TO THE T-INTERSECTION DH6690'WITH DINUBA BLVD, HWY 63 AND A CONTINUATION OF HWY 201. TURN RIGHT DH6690'(SOUTH) AND DRIVE 2 MILES TO THE INTERSECTION OF AVE 384, WHICH IS DH6690'HWY 201 TO THE EAST AND COUNTY RD J38 TO THE WEST, AND THE STATION ON DH6690'THE RIGHT (WEST). THE MONUMENT IS A 2.5 INCH ALUMINUM DISK STAMPED DH6690'JACOB 2004, SET IN A CONCRETE IRRIGATION HEADWALL THAT IS FLUSH TO DH6690'THE GROUND, 32.8 FT SOUTH OF THE CENTERLINE OF AVENUE 384, 30.5 FT DH6690'NORTHWEST OF A SIGNAL LIGHT POLE, 18.5 FT SOUTH OF A SIGNAL LIGHT DH6690'POLE, 13.1 FT SOUTH OF A ROAD SIGN. THIS STATION WAS OCCUPIED AS PART DH6690'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6690'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6691 *********************************************************************** DH6691 HT_MOD - This is a Height Modernization Survey Station. DH6691 DESIGNATION - JESSICA DH6691 PID - DH6691 DH6691 STATE/COUNTY- CA/TULARE DH6691 USGS QUAD - IVANHOE (1969) DH6691 DH6691 *CURRENT SURVEY CONTROL DH6691 ___________________________________________________________________ DH6691* NAD 83(1998)- 36 23 04.90776(N) 119 12 57.52620(W) ADJUSTED DH6691* NAVD 88 - 109.70 (meters) 359.9 (feet) GPS OBS DH6691 ___________________________________________________________________ DH6691 EPOCH DATE - 2004.50 DH6691 X - -2,509,267.508 (meters) COMP DH6691 Y - -4,486,866.676 (meters) COMP DH6691 Z - 3,762,688.262 (meters) COMP DH6691 LAPLACE CORR- 6.83 (seconds) DEFLEC99 DH6691 ELLIP HEIGHT- 78.61 (meters) (06/30/05) GPS OBS DH6691 GEOID HEIGHT- -31.05 (meters) GEOID03 DH6691 DH6691 HORZ ORDER - B DH6691 ELLP ORDER - FOURTH CLASS I DH6691 DH6691.The horizontal coordinates were established by GPS observations DH6691.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6691.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6691.DATUM ITEM on the data sheet items page. DH6691.The horizontal coordinates are valid at the epoch date displayed above. DH6691.The epoch date for horizontal control is a decimal equivalence DH6691.of Year/Month/Day. DH6691 DH6691.The orthometric height was determined by GPS observations and a DH6691.high-resolution geoid model using precise GPS observation and DH6691.processing techniques. DH6691 DH6691.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6691 DH6691.The Laplace correction was computed from DEFLEC99 derived deflections. DH6691 DH6691.The ellipsoidal height was determined by GPS observations DH6691.and is referenced to NAD 83. DH6691 DH6691.The geoid height was determined by GEOID03. DH6691 DH6691; North East Units Scale Factor Converg. DH6691;SPC CA 4 - 616,682.343 1,980,622.503 MT 0.99994957 -0 07 43.9 DH6691;SPC CA 4 - 2,023,231.99 6,498,092.33 sFT 0.99994957 -0 07 43.9 DH6691;UTM 11 - 4,028,899.035 301,238.726 MT 1.00008677 -1 18 53.8 DH6691 DH6691! - Elev Factor x Scale Factor = Combined Factor DH6691!SPC CA 4 - 0.99998766 x 0.99994957 = 0.99993723 DH6691!UTM 11 - 0.99998766 x 1.00008677 = 1.00007443 DH6691 DH6691 SUPERSEDED SURVEY CONTROL DH6691 DH6691.No superseded survey control is available for this station. DH6691 DH6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0123928899(NAD 83) DH6691_MARKER: DD = SURVEY DISK DH6691_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6691_STAMPING: JESSICA 2004 DH6691_MARK LOGO: CADT DH6691_PROJECTION: FLUSH DH6691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6691+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 DH6691_ROD/PIPE-DEPTH: 3.0 meters DH6691_SLEEVE-DEPTH : 1.2 meters DH6691 DH6691 HISTORY - Date Condition Report By DH6691 HISTORY - 20031023 MONUMENTED CADT DH6691 DH6691 STATION DESCRIPTION DH6691 DH6691'DESCRIBED BY CALTRANS 2003 (GC) DH6691'THE STATION IS ABOUT 4 MILES NORTHEAST OF THE CITY OF VISALIA, 6 MILES DH6691'NORTHWEST OF THE TOWN OF EXETER, IN THE TOWN OF IVANHOE. TO REACH THE DH6691'STATION FROM THE INTERSECTION OF STATE HIGHWAY 198 AND ROAD 156, WHICH DH6691'IS 1.5 MILES EAST OF THE VISALIA CITY LIMITS ON THE EAST, GO NORTH DH6691'0.05 MILES ON ROAD 156 TO AVENUE 296, A SIDE ROAD RIGHT. GO RIGHT DH6691'(EAST) 0.25 MILES ON AVENUE 296 TO ROAD 158, GO LEFT (NORTH) 1.4 DH6691'MILES ON ROAD 158 TO STATE HIGHWAY 216, GO RIGHT 2.5 MILES (NORTH) ON DH6691'HWY 216 TO ROSALINE AVENUE, TURN LEFT (NORTHWEST) AND GO ABOUT 100 FT DH6691'ON ROSALINE AVENUE TO THE STATION ON THE RIGHT (EAST). THE MONUMENT DH6691'IS A 3.5 INCH ALUMINUM DISK IN WELL, FLUSH, STAMPED JESSICA 2004, ON DH6691'AN ALUMINUM ROD DRIVEN TO REFUSAL INTO THE GROUND, 36.6 METERS SOUTH DH6691'OF DEPOT AVENUE CENTERLINE, 11.8 METERS EAST OF ROSALINE AVENUE DH6691'CENTERLINE, 10.5 METERS SOUTHWEST OF WESTERN MOST RAIL OF THE DH6691'RAILROAD TRACKS. THIS STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN DH6691'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6770 *********************************************************************** DH6770 HT_MOD - This is a Height Modernization Survey Station. DH6770 DESIGNATION - K 289 RESET DH6770 PID - DH6770 DH6770 STATE/COUNTY- CA/TULARE DH6770 USGS QUAD - TULARE (1969) DH6770 DH6770 *CURRENT SURVEY CONTROL DH6770 ___________________________________________________________________ DH6770* NAD 83(1998)- 36 13 16.68775(N) 119 18 45.83954(W) ADJUSTED DH6770* NAVD 88 - 91.15 (meters) 299.0 (feet) GPS OBS DH6770 ___________________________________________________________________ DH6770 EPOCH DATE - 2004.50 DH6770 X - -2,522,088.454 (meters) COMP DH6770 Y - -4,491,969.354 (meters) COMP DH6770 Z - 3,748,064.748 (meters) COMP DH6770 LAPLACE CORR- 5.39 (seconds) DEFLEC99 DH6770 ELLIP HEIGHT- 58.96 (meters) (06/30/05) GPS OBS DH6770 GEOID HEIGHT- -32.16 (meters) GEOID03 DH6770 DH6770 HORZ ORDER - B DH6770 ELLP ORDER - FOURTH CLASS I DH6770 DH6770.The horizontal coordinates were established by GPS observations DH6770.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6770.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6770.DATUM ITEM on the data sheet items page. DH6770.The horizontal coordinates are valid at the epoch date displayed above. DH6770.The epoch date for horizontal control is a decimal equivalence DH6770.of Year/Month/Day. DH6770 DH6770.The orthometric height was determined by GPS observations and a DH6770.high-resolution geoid model using precise GPS observation and DH6770.processing techniques. DH6770 DH6770.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6770 DH6770.The Laplace correction was computed from DEFLEC99 derived deflections. DH6770 DH6770.The ellipsoidal height was determined by GPS observations DH6770.and is referenced to NAD 83. DH6770 DH6770.The geoid height was determined by GEOID03. DH6770 DH6770; North East Units Scale Factor Converg. DH6770;SPC CA 4 - 598,576.111 1,971,882.831 MT 0.99996554 -0 11 11.7 DH6770;SPC CA 4 - 1,963,828.46 6,469,418.92 sFT 0.99996554 -0 11 11.7 DH6770;UTM 11 - 4,010,974.421 292,125.599 MT 1.00013245 -1 22 01.5 DH6770 DH6770! - Elev Factor x Scale Factor = Combined Factor DH6770!SPC CA 4 - 0.99999075 x 0.99996554 = 0.99995629 DH6770!UTM 11 - 0.99999075 x 1.00013245 = 1.00012320 DH6770 DH6770 SUPERSEDED SURVEY CONTROL DH6770 DH6770.No superseded survey control is available for this station. DH6770 DH6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9212610974(NAD 83) DH6770_MARKER: DB = BENCH MARK DISK DH6770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH6770_STAMPING: K 289 RESET 2004 DH6770_MARK LOGO: CADT DH6770_MAGNETIC: N = NO MAGNETIC MATERIAL DH6770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6770+STABILITY: SURFACE MOTION DH6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6770+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 DH6770 DH6770 HISTORY - Date Condition Report By DH6770 HISTORY - 20031021 MONUMENTED CADT DH6770 DH6770 STATION DESCRIPTION DH6770 DH6770'DESCRIBED BY CALTRANS 2003 (GC) DH6770'THE STATION IS ABOUT 7.5 MILES SOUTH OF THE CITY OF VISALIA AND ON THE DH6770'NORTHEAST END OF THE CITY OF TULARE. TO REACH THE STATION FROM THE DH6770'INTERSECTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 137 (TULARE DH6770'AVENUE) IN THE CITY OF TULARE, GO EAST 0.9 MILES ON HWY 137 (TULARE DH6770'AVENUE) TO HWY 63 (MOONEY BLVD), GO LEFT (NORTH) 0.6 MILES ON HWY 63 DH6770'(MOONEY BLVD) TO THE SANTE FE CANAL CROSSING AND THE STATION ON THE DH6770'RIGHT (EAST). THE MONUMENT IS ON THE SOUTHEAST CORNER OF THE DH6770'INTERSECTION OF THE SANTE FE CANAL CROSSING AND HWY 63 (MOONEY BLVD). DH6770'THE MONUMENT IS A 3 INCH ALUMINUM CADT DISK SET FLUSH IN THE TOP OF AN DH6770'EXISTING HEADWALL, 29.5 FT EAST OF THE CENTERLINE OF HWY 63, 12.5 FT DH6770'NORTHWEST OF THE NORTH GATE POST AND 4.3 FT EAST OF A SIGN POST. DH6770'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6770'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6692 *********************************************************************** DH6692 HT_MOD - This is a Height Modernization Survey Station. DH6692 DESIGNATION - KANSAS DH6692 PID - DH6692 DH6692 STATE/COUNTY- CA/TULARE DH6692 USGS QUAD - WAUKENA (1954) DH6692 DH6692 *CURRENT SURVEY CONTROL DH6692 ___________________________________________________________________ DH6692* NAD 83(1998)- 36 12 38.46276(N) 119 36 03.41393(W) ADJUSTED DH6692* NAVD 88 - 63.78 (meters) 209.3 (feet) GPS OBS DH6692 ___________________________________________________________________ DH6692 EPOCH DATE - 2004.50 DH6692 X - -2,544,985.009 (meters) COMP DH6692 Y - -4,479,811.158 (meters) COMP DH6692 Z - 3,747,097.469 (meters) COMP DH6692 LAPLACE CORR- 4.31 (seconds) DEFLEC99 DH6692 ELLIP HEIGHT- 30.70 (meters) (06/30/05) GPS OBS DH6692 GEOID HEIGHT- -33.05 (meters) GEOID03 DH6692 DH6692 HORZ ORDER - B DH6692 ELLP ORDER - FOURTH CLASS I DH6692 DH6692.The horizontal coordinates were established by GPS observations DH6692.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6692.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6692.DATUM ITEM on the data sheet items page. DH6692.The horizontal coordinates are valid at the epoch date displayed above. DH6692.The epoch date for horizontal control is a decimal equivalence DH6692.of Year/Month/Day. DH6692 DH6692.The orthometric height was determined by GPS observations and a DH6692.high-resolution geoid model using precise GPS observation and DH6692.processing techniques. DH6692 DH6692.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6692 DH6692.The Laplace correction was computed from DEFLEC99 derived deflections. DH6692 DH6692.The ellipsoidal height was determined by GPS observations DH6692.and is referenced to NAD 83. DH6692 DH6692.The geoid height was determined by GEOID03. DH6692 DH6692; North East Units Scale Factor Converg. DH6692;SPC CA 4 - 597,521.225 1,945,962.916 MT 0.99996685 -0 21 30.7 DH6692;SPC CA 4 - 1,960,367.55 6,384,380.00 sFT 0.99996685 -0 21 30.7 DH6692;UTM 11 - 4,010,453.244 266,183.353 MT 1.00027366 -1 32 14.0 DH6692 DH6692! - Elev Factor x Scale Factor = Combined Factor DH6692!SPC CA 4 - 0.99999518 x 0.99996685 = 0.99996203 DH6692!UTM 11 - 0.99999518 x 1.00027366 = 1.00026884 DH6692 DH6692 SUPERSEDED SURVEY CONTROL DH6692 DH6692.No superseded survey control is available for this station. DH6692 DH6692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6618310453(NAD 83) DH6692_MARKER: DD = SURVEY DISK DH6692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6692_STAMPING: CA DEPT OF TRANSPORTATION KANSAS 2004 DH6692_MARK LOGO: CADT DH6692_PROJECTION: FLUSH DH6692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6692+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6692_ROD/PIPE-DEPTH: 3.0 meters DH6692_SLEEVE-DEPTH : 1.2 meters DH6692 DH6692 HISTORY - Date Condition Report By DH6692 HISTORY - 20031022 MONUMENTED CADT DH6692 DH6692 STATION DESCRIPTION DH6692 DH6692'DESCRIBED BY CALTRANS 2003 (GC) DH6692'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF THE CITY OF HANFORD DH6692'AND 8 MILES NORTH OF THE TOWN OF CORCORAN. TO REACH THE STATION FROM DH6692'THE INTERSECTION OF STATE ROUTE 198 AND STATE ROUTE 43, NEAR THE EAST DH6692'EDGE OF THE CITY OF HANFORD, GO SOUTH 8 MILES ON STATE ROUTE 43 TO DH6692'KANSAS AVENUE AND THE STATION ON THE RIGHT (WEST). THE STATION IS ON DH6692'THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE ROUTE 43 AND KANSAS DH6692'AVENUE. THE MONUMENT IS A 3 INCH ALUMINUM DISK IN WELL, FLUSH, STAMPED DH6692'KANSAS 2004, SET ON AN ALUMINUM ROD DRIVEN 10 FEET INTO THE GROUND, DH6692'89 FEET WEST OF EDGE OF PAVEMENT OF STATE ROUTE 43, 67 FEET SOUTH OF DH6692'THE EDGE OF PAVEMENT OF KANSAS AVE, 24.3 FEET NORTHEAST OF A FENCE DH6692'POST. THIS STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN VALLEY DH6692'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1253 *********************************************************************** GT1253 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 36 32 41.76510(N) 119 19 05.07791(W) ADJUSTED GT1253* NAVD 88 - 111.83 (meters) 366.9 (feet) GPS OBS GT1253 ___________________________________________________________________ GT1253 EPOCH DATE - 2004.50 GT1253 X - -2,512,085.090 (meters) COMP GT1253 Y - -4,473,175.466 (meters) COMP GT1253 Z - 3,776,989.959 (meters) COMP GT1253 LAPLACE CORR- 5.64 (seconds) DEFLEC99 GT1253 ELLIP HEIGHT- 81.05 (meters) (06/30/05) GPS OBS GT1253 GEOID HEIGHT- -30.75 (meters) GEOID03 GT1253 GT1253 HORZ ORDER - B GT1253 VERT ORDER - THIRD (See Below) GT1253 ELLP ORDER - FOURTH CLASS I GT1253 GT1253.The horizontal coordinates were established by GPS observations GT1253.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1253.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1253.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and GT1253.processing techniques. GT1253.The vertical order pertains to the NGVD 29 superseded value. 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 GEOID03. GT1253 GT1253; North East Units Scale Factor Converg. GT1253;SPC CA 4 - 634,487.986 1,971,521.299 MT 0.99994175 -0 11 23.1 GT1253;SPC CA 4 - 2,081,649.33 6,468,232.80 sFT 0.99994175 -0 11 23.1 GT1253;UTM 11 - 4,046,892.568 292,507.385 MT 1.00013046 -1 22 50.9 GT1253 GT1253! - Elev Factor x Scale Factor = Combined Factor GT1253!SPC CA 4 - 0.99998728 x 0.99994175 = 0.99992903 GT1253!UTM 11 - 0.99998728 x 1.00013046 = 1.00011774 GT1253 GT1253: Primary Azimuth Mark Grid Az GT1253:SPC CA 4 - D 936 161 14 12.5 GT1253:UTM 11 - D 936 162 25 40.3 GT1253 GT1253|---------------------------------------------------------------------| GT1253| PID Reference Object Distance Geod. Az | GT1253| dddmmss.s | GT1253| GT1867 BEAR MTN TV STATION KMJ MAST APPROX.22.5 KM 0081306.8 | GT1253| GT1252 B 936 9.887 METERS 07456 | GT1253| GT1251 D 936 1610249.4 | 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(1992)- 36 32 41.75965(N) 119 19 05.07065(W) AD(1991.35) B GT1253 ELLIP H (05/15/92) 81.12 (m) GP(1991.35) 4 2 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 (08/19/04) 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: 11SKA9250746893(NAD 83) GT1253_MARKER: DS = TRIANGULATION STATION DISK GT1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1253_SP_SET: CONCRETE POST GT1253_STAMPING: KLIEWER 1962 GT1253_MARK LOGO: CGS GT1253_PROJECTION: FLUSH 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 - August 10, 2004 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 HISTORY - 20040810 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 GT1253 GT1253 STATION RECOVERY (2004) GT1253 GT1253'RECOVERY NOTE BY CALTRANS 2004 (AO) GT1253'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. THE STATION GT1253'IS 14 MILES NORTH OF THE CITY OF VISALIA AND ABOUT 4 MILES EAST OF THE GT1253'TOWN OF DINUBA, BETWEEN SULTANA AND OROSI. FROM THE INTERSECTION OF GT1253'STATE HIGHWAY 99 AND MOUNTAIN VIEW AVE, A FEW MILES SOUTH OF SELMA, GT1253'DRIVE EAST ON MOUNTAIN VIEW AVE FOR ABOUT 1.5 MILES TO THE GT1253'INTERSECTION OF BETHEL AVE. CONTINUE EAST FOR 10 MILES TO THE GT1253'INTERSECTION OF ALTA AVE (COUNTY RD J19) IN DINUBA. THE ROAD CHANGES GT1253'NAME TO EL MONTE AVE PROBABLY AT THE BOUNDARY BETWEEN FRESNO COUNTY GT1253'AND TULARE COUNTY. CONTINUE EAST ON EL MONTE AVE (AVE 416) FOR 3 MILES GT1253'TO THE INTERSECTION OF RD 104 AND AN OBLIQUE INTERSECTION WITH GT1253'RAILROAD TRACKS, IN THE TOWN OF SULTANA. CONTINUE EAST TOWARD THE GT1253'TOWN OF OROSI FOR 1.5 MILES TO THE SIDE ROAD LEFT, ROAD 114, AND THE GT1253'STATION ON THE RIGHT. THE STATION IS AT THE NORTHWEST CORNER OF AN GT1253'ABANDONED AIRSTRIP. THE MONUMENT IS A 3 INCH BRASS DISK SET IN GT1253'CONCRETE, STAMPED KLIEWER 1962., 18 METERS SOUTHEAST OF A TULARE GT1253'COUNTY SURVEYOR BRASS DISK, 9.8 METERS EAST OF THE SOUTHEASTERN GT1253'CORNER OF AN IRRIGATION GATE CONCRETE BOX, 9.6 METERS NORTHEAST OF A 3 GT1253'INCH USCGS SURVEY REFERENCE MARK BRASS DISK STAMPED KLIEWER 1974 1962 GT1253'NO 13, 6.8 METERS SOUTH OF AVENUE 416 FOG STRIPE, 6.4 METERS EAST OF GT1253'A DIRT ROAD, 0.35 METERS WEST OF A CARSONITE WITNESS POST AND 0.21 GT1253'METERS NORTH OF A T BAR STEEL WITNESS POST. THIS STATION WAS OCCUPIED GT1253'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1253'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6693 *********************************************************************** DH6693 HT_MOD - This is a Height Modernization Survey Station. DH6693 DESIGNATION - KULDEEP DH6693 PID - DH6693 DH6693 STATE/COUNTY- CA/TULARE DH6693 USGS QUAD - ORANGE COVE SOUTH (1966) DH6693 DH6693 *CURRENT SURVEY CONTROL DH6693 ___________________________________________________________________ DH6693* NAD 83(1998)- 36 30 58.17263(N) 119 21 54.74816(W) ADJUSTED DH6693* NAVD 88 - 101.74 (meters) 333.8 (feet) GPS OBS DH6693 ___________________________________________________________________ DH6693 EPOCH DATE - 2004.50 DH6693 X - -2,516,691.814 (meters) COMP DH6693 Y - -4,472,756.842 (meters) COMP DH6693 Z - 3,774,417.888 (meters) COMP DH6693 LAPLACE CORR- 6.80 (seconds) DEFLEC99 DH6693 ELLIP HEIGHT- 70.68 (meters) (06/30/05) GPS OBS DH6693 GEOID HEIGHT- -31.02 (meters) GEOID03 DH6693 DH6693 HORZ ORDER - B DH6693 ELLP ORDER - FOURTH CLASS I DH6693 DH6693.The horizontal coordinates were established by GPS observations DH6693.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6693.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6693.DATUM ITEM on the data sheet items page. DH6693.The horizontal coordinates are valid at the epoch date displayed above. DH6693.The epoch date for horizontal control is a decimal equivalence DH6693.of Year/Month/Day. DH6693 DH6693.The orthometric height was determined by GPS observations and a DH6693.high-resolution geoid model using precise GPS observation and DH6693.processing techniques. DH6693 DH6693.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6693 DH6693.The Laplace correction was computed from DEFLEC99 derived deflections. DH6693 DH6693.The ellipsoidal height was determined by GPS observations DH6693.and is referenced to NAD 83. DH6693 DH6693.The geoid height was determined by GEOID03. DH6693 DH6693; North East Units Scale Factor Converg. DH6693;SPC CA 4 - 631,310.000 1,967,289.386 MT 0.99994259 -0 13 04.4 DH6693;SPC CA 4 - 2,071,222.89 6,454,348.59 sFT 0.99994259 -0 13 04.4 DH6693;UTM 11 - 4,043,802.581 288,209.498 MT 1.00015267 -1 24 28.6 DH6693 DH6693! - Elev Factor x Scale Factor = Combined Factor DH6693!SPC CA 4 - 0.99998891 x 0.99994259 = 0.99993150 DH6693!UTM 11 - 0.99998891 x 1.00015267 = 1.00014158 DH6693 DH6693 SUPERSEDED SURVEY CONTROL DH6693 DH6693.No superseded survey control is available for this station. DH6693 DH6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8820943803(NAD 83) DH6693_MARKER: DD = SURVEY DISK DH6693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6693_SP_SET: WEIR HEADWALL DH6693_STAMPING: KULDEEP 2004 DH6693_MARK LOGO: CADT DH6693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6693+STABILITY: SURFACE MOTION DH6693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6693+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 DH6693 DH6693 HISTORY - Date Condition Report By DH6693 HISTORY - 20031023 MONUMENTED CADT DH6693 DH6693 STATION DESCRIPTION DH6693 DH6693'DESCRIBED BY CALTRANS 2003 (AO) DH6693'THE STATION IS ABOUT 13 MILES NORTHWEST OF THE CITY OF VISALIA AND DH6693'ABOUT 11 MILES EAST OF THE TOWN OF KINGSBURG. TO REACH THE STATION DH6693'FROM THE INTERSECTION OF STATE ROUTE 99 AND STATE ROUTE 201 IN DH6693'KINGSBURG, GO EAST 11 MILES ON STATE ROUTE 201 TO AN INTERSECTION WITH DH6693'ROAD 92, CONTINUE ALONG STATE ROUTE 201, 500 FT TO A RAILROAD DH6693'CROSSING, AND THE STATION ON THE RIGHT SOUTH). THE MONUMENT IS ON THE DH6693'WEST SIDE OF A DITCH THAT RUNS PARALLEL TO THE RAILROAD TRACKS. THE DH6693'MONUMENT IS A 2.5 INCH ALUMINUM DISK STAMPED KULDEEP 2004. IT IS SET DH6693'IN THE WEST END OF A WEIR HEADWALL, 44.5 METERS SOUTH OF THE DH6693'CENTERLINE OF STATE ROUTE 201, 22.0 METERS WEST OF THE WESTERN MOST DH6693'RAIL OF THE RAILROAD TRACKS, 1.6 METERS NORTHEAST OF A STAND PIPE. DH6693'THIS STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6693'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6719 *********************************************************************** DH6719 HT_MOD - This is a Height Modernization Survey Station. DH6719 DESIGNATION - MARISSA DH6719 PID - DH6719 DH6719 STATE/COUNTY- CA/TULARE DH6719 USGS QUAD - CAIRNS CORNER (1969) DH6719 DH6719 *CURRENT SURVEY CONTROL DH6719 ___________________________________________________________________ DH6719* NAD 83(1998)- 36 12 39.21216(N) 119 11 55.24075(W) ADJUSTED DH6719* NAVD 88 - 97.21 (meters) 318.9 (feet) GPS OBS DH6719 ___________________________________________________________________ DH6719 EPOCH DATE - 2004.50 DH6719 X - -2,513,477.031 (meters) COMP DH6719 Y - -4,497,581.283 (meters) COMP DH6719 Z - 3,747,136.576 (meters) COMP DH6719 LAPLACE CORR- 5.96 (seconds) DEFLEC99 DH6719 ELLIP HEIGHT- 65.35 (meters) (06/30/05) GPS OBS DH6719 GEOID HEIGHT- -31.82 (meters) GEOID03 DH6719 DH6719 HORZ ORDER - B DH6719 ELLP ORDER - FOURTH CLASS I DH6719 DH6719.The horizontal coordinates were established by GPS observations DH6719.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6719.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6719.DATUM ITEM on the data sheet items page. DH6719.The horizontal coordinates are valid at the epoch date displayed above. DH6719.The epoch date for horizontal control is a decimal equivalence DH6719.of Year/Month/Day. DH6719 DH6719.The orthometric height was determined by GPS observations and a DH6719.high-resolution geoid model using precise GPS observation and DH6719.processing techniques. DH6719 DH6719.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6719 DH6719.The Laplace correction was computed from DEFLEC99 derived deflections. DH6719 DH6719.The ellipsoidal height was determined by GPS observations DH6719.and is referenced to NAD 83. DH6719 DH6719.The geoid height was determined by GEOID03. DH6719 DH6719; North East Units Scale Factor Converg. DH6719;SPC CA 4 - 597,393.737 1,982,134.882 MT 0.99996683 -0 07 06.7 DH6719;SPC CA 4 - 1,959,949.29 6,503,054.19 sFT 0.99996683 -0 07 06.7 DH6719;UTM 11 - 4,009,580.862 302,352.548 MT 1.00008135 -1 17 57.5 DH6719 DH6719! - Elev Factor x Scale Factor = Combined Factor DH6719!SPC CA 4 - 0.99998974 x 0.99996683 = 0.99995657 DH6719!UTM 11 - 0.99998974 x 1.00008135 = 1.00007109 DH6719 DH6719 SUPERSEDED SURVEY CONTROL DH6719 DH6719.No superseded survey control is available for this station. DH6719 DH6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0235309581(NAD 83) DH6719_MARKER: DD = SURVEY DISK DH6719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6719_SP_SET: CONC HEADWALL DH6719_STAMPING: MARISSA DH6719_MAGNETIC: N = NO MAGNETIC MATERIAL DH6719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6719+STABILITY: SURFACE MOTION DH6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6719+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6719 DH6719 HISTORY - Date Condition Report By DH6719 HISTORY - 20031022 MONUMENTED CADT DH6719 DH6719 STATION DESCRIPTION DH6719 DH6719'DESCRIBED BY CALTRANS 2003 (AO) DH6719'THE STATION IS ABOUT 9 MILES SOUTHEAST OF THE CITY OF VISALIA AND DH6719'ABOUT 8 MILES EAST OF THE CITY OF TULARE. TO REACH THE STATION FROM DH6719'THE INTERSECTION OF STATE HIGHWAY 137 (AVENUE 232) AND STATE HIGHWAY DH6719'63 (MOONEY BLVD.) NEAR THE NORTHEAST EDGE OF THE CITY OF TULARE, GO DH6719'EAST 6.4 MILES ON HWY 137 (AVENUE 232) TO ROAD 168 AND THE STATION DH6719'ON THE LEFT (NORTH). THE MONUMENT IS A 2 INCH BRASS DISK STAMPED DH6719'MARISSA, SET FLUSH ON THE SOUTH END OF A CONCRETE HEADWALL. 14.0 DH6719'METERS NORTH OF THE CENTERLINE OF HWY 137 (AVENUE 232), 10.0 METERS DH6719'EAST OF THE CENTERLINE OF ROAD 168 AND 4.3 METERS SOUTH OF THE DH6719'CENTERLINE OF AN IRRIGATION DITCH. THIS STATION WAS OBSERVED AS PART DH6719'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6719'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6753 *********************************************************************** DH6753 HT_MOD - This is a Height Modernization Survey Station. DH6753 DESIGNATION - MELVIN DH6753 PID - DH6753 DH6753 STATE/COUNTY- CA/TULARE DH6753 USGS QUAD - EXETER (1969) DH6753 DH6753 *CURRENT SURVEY CONTROL DH6753 ___________________________________________________________________ DH6753* NAD 83(1998)- 36 18 42.99522(N) 119 09 11.60520(W) ADJUSTED DH6753* NAVD 88 - 117.75 (meters) 386.3 (feet) GPS OBS DH6753 ___________________________________________________________________ DH6753 EPOCH DATE - 2004.50 DH6753 X - -2,506,685.634 (meters) COMP DH6753 Y - -4,493,796.732 (meters) COMP DH6753 Z - 3,756,190.546 (meters) COMP DH6753 LAPLACE CORR- 7.07 (seconds) DEFLEC99 DH6753 ELLIP HEIGHT- 86.53 (meters) (06/30/05) GPS OBS DH6753 GEOID HEIGHT- -31.19 (meters) GEOID03 DH6753 DH6753 HORZ ORDER - B DH6753 ELLP ORDER - FOURTH CLASS I DH6753 DH6753.The horizontal coordinates were established by GPS observations DH6753.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6753.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6753.DATUM ITEM on the data sheet items page. DH6753.The horizontal coordinates are valid at the epoch date displayed above. DH6753.The epoch date for horizontal control is a decimal equivalence DH6753.of Year/Month/Day. DH6753 DH6753.The orthometric height was determined by GPS observations and a DH6753.high-resolution geoid model using precise GPS observation and DH6753.processing techniques. DH6753 DH6753.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6753 DH6753.The Laplace correction was computed from DEFLEC99 derived deflections. DH6753 DH6753.The ellipsoidal height was determined by GPS observations DH6753.and is referenced to NAD 83. DH6753 DH6753.The geoid height was determined by GEOID03. DH6753 DH6753; North East Units Scale Factor Converg. DH6753;SPC CA 4 - 608,598.790 1,986,240.017 MT 0.99995568 -0 05 29.1 DH6753;SPC CA 4 - 1,996,711.20 6,516,522.46 sFT 0.99995568 -0 05 29.1 DH6753;UTM 11 - 4,020,700.036 306,688.514 MT 1.00006045 -1 16 31.8 DH6753 DH6753! - Elev Factor x Scale Factor = Combined Factor DH6753!SPC CA 4 - 0.99998642 x 0.99995568 = 0.99994210 DH6753!UTM 11 - 0.99998642 x 1.00006045 = 1.00004687 DH6753 DH6753 SUPERSEDED SURVEY CONTROL DH6753 DH6753.No superseded survey control is available for this station. DH6753 DH6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0668920700(NAD 83) DH6753_MARKER: DD = SURVEY DISK DH6753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6753_SP_SET: IRRIGATION HEADWALL DH6753_STAMPING: MELVIN 2004 DH6753_MARK LOGO: CADT DH6753_MAGNETIC: N = NO MAGNETIC MATERIAL DH6753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6753+STABILITY: SURFACE MOTION DH6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6753+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004 DH6753 DH6753 HISTORY - Date Condition Report By DH6753 HISTORY - 20040328 MONUMENTED CADT DH6753 DH6753 STATION DESCRIPTION DH6753 DH6753'DESCRIBED BY CALTRANS 2004 (AO) DH6753'THE STATION IS ABOUT 8 MILES EAST OF THE CITY OF VISALIA AND ABOUT 3 DH6753'MILES NORTHWEST OF THE TOWN OF EXETER. TO REACH THE STATION FROM THE DH6753'INTERSECTION OF STATE HIGHWAY 198 AND STATE HIGHWAY 65, EAST OF THE DH6753'CITY OF VISALIA, GO SOUTH 1 MILE ON HWY 65 TO MAIRINETTE AVENUE DH6753'(AVENUE 288), GO RIGHT (WEST) 1 MILE ON MAIRINETTE AVENUE (AVENUE DH6753'288) TO BELMONT AVENUE (ROAD 188) AND THE STATION ON THE RIGHT DH6753'(NORTH). THE MONUMENT IS A 2.5 INCH CADT ALUMINUM DISK STAMPED MELVIN DH6753'2004, SET FLUSH IN THE NORTHWEST CORNER OF AN IRRIGATION DITCH DH6753'HEADWALL, 17.4 METERS NORTH OF THE CENTERLINE OF MAIRINETTE AVENUE, DH6753'11.0 METERS WEST OF THE CENTERLINE OF BELMONT AVENUE AND 20.5 METERS DH6753'NORTHWEST OF A POWER POLE. THIS STATION WAS OBSERVED AS PART OF THE DH6753'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6654 *********************************************************************** DH6654 HT_MOD - This is a Height Modernization Survey Station. DH6654 DESIGNATION - MENDOCINO DH6654 PID - DH6654 DH6654 STATE/COUNTY- CA/TULARE DH6654 USGS QUAD - SELMA (1981) DH6654 DH6654 *CURRENT SURVEY CONTROL DH6654 ___________________________________________________________________ DH6654* NAD 83(1998)- 36 30 22.94084(N) 119 32 53.13653(W) ADJUSTED DH6654* NAVD 88 - 95.91 (meters) 314.7 (feet) GPS OBS DH6654 ___________________________________________________________________ DH6654 EPOCH DATE - 2004.50 DH6654 X - -2,531,271.880 (meters) COMP DH6654 Y - -4,465,258.447 (meters) COMP DH6654 Z - 3,773,541.122 (meters) COMP DH6654 LAPLACE CORR- 6.47 (seconds) DEFLEC99 DH6654 ELLIP HEIGHT- 64.14 (meters) (06/30/05) GPS OBS DH6654 GEOID HEIGHT- -31.73 (meters) GEOID03 DH6654 DH6654 HORZ ORDER - B DH6654 ELLP ORDER - FOURTH CLASS I DH6654 DH6654.The horizontal coordinates were established by GPS observations DH6654.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6654.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6654.DATUM ITEM on the data sheet items page. DH6654.The horizontal coordinates are valid at the epoch date displayed above. DH6654.The epoch date for horizontal control is a decimal equivalence DH6654.of Year/Month/Day. DH6654 DH6654.The orthometric height was determined by GPS observations and a DH6654.high-resolution geoid model using precise GPS observation and DH6654.processing techniques. DH6654 DH6654.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6654 DH6654.The Laplace correction was computed from DEFLEC99 derived deflections. DH6654 DH6654.The ellipsoidal height was determined by GPS observations DH6654.and is referenced to NAD 83. DH6654 DH6654.The geoid height was determined by GEOID03. DH6654 DH6654; North East Units Scale Factor Converg. DH6654;SPC CA 4 - 630,301.961 1,950,902.795 MT 0.99994293 -0 19 37.1 DH6654;SPC CA 4 - 2,067,915.68 6,400,586.92 sFT 0.99994293 -0 19 37.1 DH6654;UTM 11 - 4,043,134.852 271,801.344 MT 1.00024163 -1 30 59.6 DH6654 DH6654! - Elev Factor x Scale Factor = Combined Factor DH6654!SPC CA 4 - 0.99998993 x 0.99994293 = 0.99993286 DH6654!UTM 11 - 0.99998993 x 1.00024163 = 1.00023156 DH6654 DH6654 SUPERSEDED SURVEY CONTROL DH6654 DH6654.No superseded survey control is available for this station. DH6654 DH6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7180143135(NAD 83) DH6654_MARKER: DD = SURVEY DISK DH6654_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6654+WITH SETTING: PAVEMENT DH6654_SP_SET: SEE TEXT DH6654_STAMPING: MENDOCINO 2004 DH6654_MARK LOGO: CSRC DH6654_MAGNETIC: N = NO MAGNETIC MATERIAL DH6654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6654+STABILITY: SURFACE MOTION DH6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6654+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6654 DH6654 HISTORY - Date Condition Report By DH6654 HISTORY - 20040601 MONUMENTED CSRC DH6654 DH6654 STATION DESCRIPTION DH6654 DH6654'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6654'STATION IS AT THE SOUTH END OF KINGSBURG, 37.0 KM (23 MILES) SOUTHEAST DH6654'OF FRESNO AND 8.9 KM (5.5 MILES) SOUTHEAST OF SELMA. TO REACH FROM DH6654'THE INTERSECTION OF MENDOCINO AVE AND HWY 99, GO SOUTH ON MENDOCINO DH6654'AVE TO THE SOUTHWEST END OF THE OVERPASS. THE STATION IS 6.6 M (21.5 DH6654'FT) WEST OF THE CENTERLINE OF MENDOCINO AVE., 4.9 M (16.0 FT) NORTH DH6654'OF THE SOUTH END OF THE PEDESTRIAN WALK, 1.5 M (5.0 FT) WEST OF THE DH6654'EAST FACE OF THE CONCRETE GUARD RAIL SUPPORT AND 0.5 M (1.6 FT) EAST DH6654'OF THE WEST FACE OF THE BRIDGE DECK. MONUMENT IS A CSRC 3-INCH DH6654'ALUMINUM DISK SET FLUSH IN THE CONCRETE PEDESTRIAN SIDEWALK. TRAFFIC DH6654'CONTROL SIGNAGE IS ADVISED FOR SURVEY OCCUPATION. THIS STATION WAS DH6654'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION DH6654'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6695 *********************************************************************** DH6695 HT_MOD - This is a Height Modernization Survey Station. DH6695 DESIGNATION - MIDVALLEY DH6695 PID - DH6695 DH6695 STATE/COUNTY- CA/TULARE DH6695 USGS QUAD - GOSHEN (1969) DH6695 DH6695 *CURRENT SURVEY CONTROL DH6695 ___________________________________________________________________ DH6695* NAD 83(1998)- 36 17 53.33201(N) 119 23 07.88474(W) ADJUSTED DH6695* NAVD 88 - 98.79 (meters) 324.1 (feet) GPS OBS DH6695 ___________________________________________________________________ DH6695 EPOCH DATE - 2004.50 DH6695 X - -2,525,321.524 (meters) COMP DH6695 Y - -4,484,372.562 (meters) COMP DH6695 Z - 3,754,945.165 (meters) COMP DH6695 LAPLACE CORR- 5.37 (seconds) DEFLEC99 DH6695 ELLIP HEIGHT- 66.71 (meters) (06/30/05) GPS OBS DH6695 GEOID HEIGHT- -32.05 (meters) GEOID03 DH6695 DH6695 HORZ ORDER - B DH6695 ELLP ORDER - FOURTH CLASS I DH6695 DH6695.The horizontal coordinates were established by GPS observations DH6695.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6695.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6695.DATUM ITEM on the data sheet items page. DH6695.The horizontal coordinates are valid at the epoch date displayed above. DH6695.The epoch date for horizontal control is a decimal equivalence DH6695.of Year/Month/Day. DH6695 DH6695.The orthometric height was determined by GPS observations and a DH6695.high-resolution geoid model using precise GPS observation and DH6695.processing techniques. DH6695 DH6695.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6695 DH6695.The Laplace correction was computed from DEFLEC99 derived deflections. DH6695 DH6695.The ellipsoidal height was determined by GPS observations DH6695.and is referenced to NAD 83. DH6695 DH6695.The geoid height was determined by GEOID03. DH6695 DH6695; North East Units Scale Factor Converg. DH6695;SPC CA 4 - 607,126.586 1,965,372.669 MT 0.99995702 -0 13 48.0 DH6695;SPC CA 4 - 1,991,881.14 6,448,060.16 sFT 0.99995702 -0 13 48.0 DH6695;UTM 11 - 4,019,658.959 285,791.958 MT 1.00016538 -1 24 45.9 DH6695 DH6695! - Elev Factor x Scale Factor = Combined Factor DH6695!SPC CA 4 - 0.99998953 x 0.99995702 = 0.99994655 DH6695!UTM 11 - 0.99998953 x 1.00016538 = 1.00015491 DH6695 DH6695 SUPERSEDED SURVEY CONTROL DH6695 DH6695.No superseded survey control is available for this station. DH6695 DH6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA8579219659(NAD 83) DH6695_MARKER: DD = SURVEY DISK DH6695_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6695+WITH SETTING: PAVEMENT DH6695_SP_SET: CONCRETE DH6695_STAMPING: MIDVALLEY 1976 DH6695_MARK LOGO: CADH DH6695_MAGNETIC: N = NO MAGNETIC MATERIAL DH6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6695+STABILITY: SURFACE MOTION DH6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6695+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004 DH6695 DH6695 HISTORY - Date Condition Report By DH6695 HISTORY - 1976 MONUMENTED CADH DH6695 HISTORY - 20040810 GOOD CADT DH6695 DH6695 STATION DESCRIPTION DH6695 DH6695'DESCRIBED BY CALTRANS 2004 (HB) DH6695'THE STATION IS ABOUT 8 MILES NORTHWEST OF THE CITY OF TULARE AND ABOUT DH6695'4.5 MILES SOUTHWEST OF THE CITY OF VISALIA. TO REACH THE STATION FROM DH6695'THE INTERSECTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 198, WHICH IS DH6695'ABOUT 6 MILES WEST OF THE CITY OF VISALIA, GO SOUTH 2.5 MILES ON HWY DH6695'99 TO CALDWELL AVENUE (AVENUE 280). TAKE THE CALDWELL AVENUE DH6695'SOUTHBOUND OFFRAMP AND CROSS CALDWELL AVENUE TO THE SOUTHBOUND ONRAMP DH6695'OF HWY 99 AND THE STATION ON THE RIGHT (WEST). THE STATION IS AT THE DH6695'SOUTHWEST CORNER OF CALDWELL AVENUE (AVENUE 280) AND THE SOUTHBOUND DH6695'ONRAMP TO HWY 99. THE MONUMENT IS A 4 INCH BRASS DISK STAMPED DH6695'MIDVALLEY 1976, SET FLUSH IN CONCRETE, UP 0.1 METERS FROM THE DH6695'SURROUNDING GROUND, 7.2 METERS SOUTH OF THE CENTERLINE OF CALDWELL DH6695'AVENUE, 30.5 METERS NORTHWEST OF A LIGHT POST AND 8.5 METERS EAST OF A DH6695'4 INCH BRASS DISK STAMPED MIDVALLEY DISK NO. 2, SET IN A CONCRETE DH6695'BRIDGE DECK OVER THE RAILROAD TRACKS. THIS STATION WAS OBSERVED AS DH6695'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6695'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0758 *********************************************************************** GT0758 DESIGNATION - N 598 GT0758 PID - GT0758 GT0758 STATE/COUNTY- CA/TULARE GT0758 USGS QUAD - ROCKY HILL (1969) GT0758 GT0758 *CURRENT SURVEY CONTROL GT0758 ___________________________________________________________________ GT0758* NAD 83(1986)- 36 19 31. (N) 119 06 23. (W) SCALED GT0758* NAVD 88 - 133.96 (+/-2cm) 439.5 (feet) VERTCON GT0758 ___________________________________________________________________ GT0758 GEOID HEIGHT- -30.93 (meters) GEOID03 GT0758 GT0758 VERT ORDER - FIRST CLASS I (See Below) GT0758 GT0758.The horizontal coordinates were scaled from a topographic map and have GT0758.an estimated accuracy of +/- 6 seconds. GT0758 GT0758.The NAVD 88 height was computed by applying the VERTCON shift value to GT0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0758.The vertical order pertains to the NGVD 29 superseded value. GT0758 GT0758.The geoid height was determined by GEOID03. GT0758 GT0758; North East Units Estimated Accuracy GT0758;SPC CA 4 - 610,070. 1,990,450. MT (+/- 180 meters Scaled) GT0758 GT0758 SUPERSEDED SURVEY CONTROL GT0758 GT0758 NGVD 29 (??/??/92) 133.123 (m) 436.75 (f) ADJ UNCH 1 1 GT0758 GT0758.Superseded values are not recommended for survey control. GT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0758.See file dsdata.txt to determine how the superseded data were derived. GT0758 GT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA109220(NAD 83) GT0758_MARKER: DB = BENCH MARK DISK GT0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0758_STAMPING: N 598 1940 GT0758_MARK LOGO: CGS GT0758_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0758+STABILITY: SURFACE MOTION GT0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0758+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT0758 GT0758 HISTORY - Date Condition Report By GT0758 HISTORY - 1940 MONUMENTED CGS GT0758 HISTORY - 1972 GOOD NGS GT0758 HISTORY - 20040708 GOOD CADT GT0758 GT0758 STATION DESCRIPTION GT0758 GT0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GT0758'3.1 MI NE FROM EXETER. GT0758'3.1 MILES NORTHEAST ALONG THE VISALIA ELECTRIC RAILROAD FROM GT0758'THE CROSSING OF KAWEAH AVENUE AT EXETER, AT THE CROSSING OF GT0758'STATE HIGHWAY 198, AT MERRYMAN SIDING, ON THE OUTSIDE OF A GT0758'CURVE, 10.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTH GT0758'OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTH OF A FENCE, GT0758'15 1/2 FEET WEST OF A POLE WITH TWO CABLES ACROSS THE HIGHWAY, GT0758'1.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE GT0758'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 GT0758'FOOT ABOVE THE GROUND. SEC 36, T18S, R26E. NOTE-- THE TOP GT0758'OF THE POST IS CHIPPED, BUT STILL SOLID. GT0758 GT0758 STATION RECOVERY (2004) GT0758 GT0758'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0758'STATION IS ABOUT 3.1 MI (4.96 KM) NORTHEAST FROM THE CITY OF EXETER, GT0758'LOCATED ALONG STATE HIGHWAY 198, AT POSTMILE 20.3 IN TULARE COUNTY, GT0758'ABOUT 16.6 MI (26.56 KM) EAST OF THE STATE HIGHWAY 99 AND STATE GT0758'HIGHWAY 198 INTERCHANGE IN THE CITY OF VISALIA. TO REACH THE STATION GT0758'FROM THE INTERSECTION OF STATE HIGHWAY 198 AND STATE HIGHWAY 245 GT0758'(ROAD 296), GO EAST ALONG HIGHWAY 198 FOR 0.51 MI (0.82 KM) TO THE GT0758'STATION ON THE RIGHT. THE MONUMENT IS A 3 1/2 INCH DIAMETER USCGS GT0758'BRASS DISC IN CONCRETE. MONUMENT IS 46.59 FEET (14.2 M) SOUTH OF THE GT0758'CENTERLINE OF HIGHWAY 198, 6.56 FEET (2.0 M) SOUTHEAST OF AN GT0758'ABANDONED POLE AND 2.84 FEET (0.87 M) NORTHEAST OF A 6 FOOT TALL GT0758'UTILITY CABINET/RISER. THIS STATION WAS OBSERVED AS PART OF THE SAN GT0758'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6696 *********************************************************************** DH6696 HT_MOD - This is a Height Modernization Survey Station. DH6696 DESIGNATION - OSKAM DH6696 PID - DH6696 DH6696 STATE/COUNTY- CA/TULARE DH6696 USGS QUAD - REEDLEY (1981) DH6696 DH6696 *CURRENT SURVEY CONTROL DH6696 ___________________________________________________________________ DH6696* NAD 83(1998)- 36 31 02.04841(N) 119 27 28.09663(W) ADJUSTED DH6696* NAVD 88 - 96.42 (meters) 316.3 (feet) GPS OBS DH6696 ___________________________________________________________________ DH6696 EPOCH DATE - 2004.50 DH6696 X - -2,523,879.829 (meters) COMP DH6696 Y - -4,468,617.861 (meters) COMP DH6696 Z - 3,774,510.531 (meters) COMP DH6696 LAPLACE CORR- 6.41 (seconds) DEFLEC99 DH6696 ELLIP HEIGHT- 65.01 (meters) (06/30/05) GPS OBS DH6696 GEOID HEIGHT- -31.37 (meters) GEOID03 DH6696 DH6696 HORZ ORDER - B DH6696 ELLP ORDER - FOURTH CLASS I DH6696 DH6696.The horizontal coordinates were established by GPS observations DH6696.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6696.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6696.DATUM ITEM on the data sheet items page. DH6696.The horizontal coordinates are valid at the epoch date displayed above. DH6696.The epoch date for horizontal control is a decimal equivalence DH6696.of Year/Month/Day. DH6696 DH6696.The orthometric height was determined by GPS observations and a DH6696.high-resolution geoid model using precise GPS observation and DH6696.processing techniques. DH6696 DH6696.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6696 DH6696.The Laplace correction was computed from DEFLEC99 derived deflections. DH6696 DH6696.The ellipsoidal height was determined by GPS observations DH6696.and is referenced to NAD 83. DH6696 DH6696.The geoid height was determined by GEOID03. DH6696 DH6696; North East Units Scale Factor Converg. DH6696;SPC CA 4 - 631,464.997 1,958,996.383 MT 0.99994255 -0 16 23.2 DH6696;SPC CA 4 - 2,071,731.41 6,427,140.63 sFT 0.99994255 -0 16 23.2 DH6696;UTM 11 - 4,044,129.855 279,919.580 MT 1.00019678 -1 27 47.3 DH6696 DH6696! - Elev Factor x Scale Factor = Combined Factor DH6696!SPC CA 4 - 0.99998980 x 0.99994255 = 0.99993235 DH6696!UTM 11 - 0.99998980 x 1.00019678 = 1.00018658 DH6696 DH6696 SUPERSEDED SURVEY CONTROL DH6696 DH6696.No superseded survey control is available for this station. DH6696 DH6696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7992044130(NAD 83) DH6696_MARKER: DD = SURVEY DISK DH6696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6696_SP_SET: CANAL HEADWALL DH6696_STAMPING: OSKAM 2004 DH6696_MARK LOGO: CADT DH6696_MAGNETIC: N = NO MAGNETIC MATERIAL DH6696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6696+STABILITY: SURFACE MOTION DH6696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6696+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 DH6696 DH6696 HISTORY - Date Condition Report By DH6696 HISTORY - 20031023 MONUMENTED CADT DH6696 DH6696 STATION DESCRIPTION DH6696 DH6696'DESCRIBED BY CALTRANS 2003 (AO) DH6696'THE STATION IS ABOUT 15 MILES NORTHWEST OF THE CITY OF VISALIA AND DH6696'ABOUT 6 MILES EAST OF THE CITY OF KINGSBURG. TO REACH THE STATION DH6696'FROM THE INTERSECTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 201 IN DH6696'THE CITY OF KINGSBURG, GO EAST 5.75 MILES ON HWY 201 (AVENUE 400) TO DH6696'THE THOMAS CANAL BRIDGE AND THE STATION ON THE RIGHT (SOUTH). THE DH6696'MONUMENT IS A 3.5 INCH ALUMINUM DISK STAMPED OSKAM 2004, SET FLUSH ON DH6696'THE WEST SIDE OF THE THOMAS CANAL AT THE WEST EDGE OF THE CONCRETE DH6696'HEADWALL, UP 4 INCHES ABOVE THE SURROUNDING GROUND, 20.1 METERS DH6696'SOUTH OF THE CENTERLINE OF HWY 201, 0.5 MILES WEST OF THE DH6696'INTERSECTION OF HWY 201 AND ROAD 56 AND 12.2 METERS SOUTH OF A STAND DH6696'PIPE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6696'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 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 39. (N) 119 25 17. (W) SCALED GT2160* NAVD 88 - 86.98 (+/-2cm) 285.4 (feet) VERTCON GT2160 ___________________________________________________________________ GT2160 GEOID HEIGHT- -32.03 (meters) GEOID03 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 NGVD 29 superseded value. GT2160 GT2160.The geoid height was determined by GEOID03. GT2160 GT2160; North East Units Estimated Accuracy GT2160;SPC CA 4 - 610,400. 1,962,170. MT (+/- 180 meters Scaled) GT2160 GT2160 SUPERSEDED SURVEY CONTROL GT2160 GT2160 NGVD 29 (08/19/04) 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_SP_SET: CONCRETE POST 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2160+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT2160 GT2160 HISTORY - Date Condition Report By GT2160 HISTORY - 1990 MONUMENTED NGS GT2160 HISTORY - 20040707 GOOD CADT GT2160 GT2160 STATION DESCRIPTION GT2160 GT2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 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. GT2160 GT2160 STATION RECOVERY (2004) GT2160 GT2160'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2160'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT2160'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2160'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0829 *********************************************************************** GT0829 DESIGNATION - P 827 GT0829 PID - GT0829 GT0829 STATE/COUNTY- CA/TULARE GT0829 USGS QUAD - VISALIA (1969) GT0829 GT0829 *CURRENT SURVEY CONTROL GT0829 ___________________________________________________________________ GT0829* NAD 83(1986)- 36 19 47. (N) 119 18 08. (W) SCALED GT0829* NAVD 88 - 101.65 (+/-2cm) 333.5 (feet) VERTCON GT0829 ___________________________________________________________________ GT0829 GEOID HEIGHT- -31.64 (meters) GEOID03 GT0829 GT0829 VERT ORDER - FIRST CLASS II (See Below) GT0829 GT0829.The horizontal coordinates were scaled from a topographic map and have GT0829.an estimated accuracy of +/- 6 seconds. GT0829 GT0829.The NAVD 88 height was computed by applying the VERTCON shift value to GT0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0829.The vertical order pertains to the NGVD 29 superseded value. GT0829 GT0829.The geoid height was determined by GEOID03. GT0829 GT0829; North East Units Estimated Accuracy GT0829;SPC CA 4 - 610,600. 1,972,870. MT (+/- 180 meters Scaled) GT0829 GT0829 SUPERSEDED SURVEY CONTROL GT0829 GT0829 NGVD 29 (??/??/92) 100.825 (m) 330.79 (f) ADJ UNCH 1 2 GT0829 GT0829.Superseded values are not recommended for survey control. GT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0829.See file dsdata.txt to determine how the superseded data were derived. GT0829 GT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA933229(NAD 83) GT0829_MARKER: DB = BENCH MARK DISK GT0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT0829_SP_SET: BUILDING GT0829_STAMPING: P 827 1947 GT0829_MARK LOGO: CGS GT0829_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT0829+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT0829 GT0829 HISTORY - Date Condition Report By GT0829 HISTORY - 1947 MONUMENTED CGS GT0829 HISTORY - 1954 GOOD NGS GT0829 HISTORY - 1958 GOOD NGS GT0829 HISTORY - 20040707 GOOD CADT GT0829 GT0829 STATION DESCRIPTION GT0829 GT0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 GT0829'AT VISALIA. GT0829'AT VISALIA, NEAR THE JUNCTION OF TURNER AND WEST MAIN STREETS, GT0829'AT VISALIA JUNIOR HIGH SCHOOL, AT THE NORTH (MAIN) ENTRANCE TO GT0829'MONTGOMERY AUDITORIUM, IN THE TOP OF THE WEST BALUSTRADE AT THE GT0829'WEST END OF THE TOP STEP, 14.3 FEET NORTHWEST OF THE ENTRANCE GT0829'DOOR, AND 6 FEET ABOVE THE GROUND. GT0829 GT0829 STATION RECOVERY (1958) GT0829 GT0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GT0829'RECOVERED IN GOOD CONDITION. GT0829 GT0829 STATION RECOVERY (2004) GT0829 GT0829'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0829'STATION IS LOCATED IN THE CITY OF VISALIA, ABOUT 0.6 MI (0.96 KM) EAST GT0829'OF THE MOONEY BOULIVARD OVERCROSSING FOR STATE HIGHWAY 198. TO REACH GT0829'THE STATION FROM THE MOONEY BOULIVARD OVERCROSSING OF STATE HIGHWAY GT0829'198, GO NORTH ON MOONEY BOULIVARD 0.05 MI (0.08 KM) TO THE GT0829'INTERSECTION OF MOONEY BOULIVARD AND MINERAL KING AVENUE. CONTINUE GT0829'NORTH ON MOONEY BOULIVARD FOR 0.1 MI (0.16 KM) TO THE CURVE TO THE GT0829'RIGHT, STAY ON THE COURSE CURVING RIGHT ONTO MAIN STREET. CONTINUE GT0829'EAST ALONG MAIN STREET 0.6 MI (0.96 KM) TO REDWOOD HIGH SCHOOL'S L.J. GT0829'WILLIAMS AUDITORIUM (FORMERLY KNOWN AS MONTGOMERY AUDITORIUM) AND THE GT0829'STATION ON THE RIGHT. THE MONUMENT IS A 3 1/2 INCH DIAMETER USCGS GT0829'BRASS DISC, COVERED IN MANY LAYERS OF PAINT MAKING CAP NEARLY GT0829'ILLEGIBLE, SET IN THE CONCRETE OF THE UPPER LANDING OF THE NORTH GT0829'ENTRANCE (MAIN ENTRANCE) TO THE AUDITORIUM. MONUMENT IS 81.36 FEET GT0829'(24.8 M) SOUTH OF THE CENTERLINE OF MAIN STREET, 34.22 FEET (10.43 M) GT0829'SOUTHEAST OF A 36 DIAMETER FIR TREE, 104.99 FEET (32.0 M) EAST OF THE GT0829'PROJECTED CENTERLINE OF TURNER STREET AND 3.61 FEET (1.1 M) NORTH GT0829'FROM A WESTERLY BUILDING COLUMN. THIS STATION WAS OBSERVED AS PART OF GT0829'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6642 *********************************************************************** DH6642 HT_MOD - This is a Height Modernization Survey Station. DH6642 DESIGNATION - PM 7.1 DH6642 PID - DH6642 DH6642 STATE/COUNTY- CA/TULARE DH6642 USGS QUAD - PIXLEY (1969) DH6642 DH6642 *CURRENT SURVEY CONTROL DH6642 ___________________________________________________________________ DH6642* NAD 83(1998)- 35 53 30.65286(N) 119 16 25.54537(W) ADJUSTED DH6642* NAVD 88 - 84.20 (meters) 276.2 (feet) GPS OBS DH6642 ___________________________________________________________________ DH6642 EPOCH DATE - 2004.50 DH6642 X - -2,529,550.737 (meters) COMP DH6642 Y - -4,512,447.000 (meters) COMP DH6642 Z - 3,718,506.536 (meters) COMP DH6642 LAPLACE CORR- 7.20 (seconds) DEFLEC99 DH6642 ELLIP HEIGHT- 51.14 (meters) (06/30/05) GPS OBS DH6642 GEOID HEIGHT- -33.02 (meters) GEOID03 DH6642 DH6642 HORZ ORDER - B DH6642 ELLP ORDER - FOURTH CLASS I DH6642 DH6642.The horizontal coordinates were established by GPS observations DH6642.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6642.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6642.DATUM ITEM on the data sheet items page. DH6642.The horizontal coordinates are valid at the epoch date displayed above. DH6642.The epoch date for horizontal control is a decimal equivalence DH6642.of Year/Month/Day. DH6642 DH6642.The orthometric height was determined by GPS observations and a DH6642.high-resolution geoid model using precise GPS observation and DH6642.processing techniques. DH6642 DH6642.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6642 DH6642.The Laplace correction was computed from DEFLEC99 derived deflections. DH6642 DH6642.The ellipsoidal height was determined by GPS observations DH6642.and is referenced to NAD 83. DH6642 DH6642.The geoid height was determined by GEOID03. DH6642 DH6642; North East Units Scale Factor Converg. DH6642;SPC CA 4 - 562,009.637 1,975,282.380 MT 1.00002221 -0 09 48.0 DH6642;SPC CA 4 - 1,843,859.95 6,480,572.28 sFT 1.00002221 -0 09 48.0 DH6642;UTM 11 - 3,974,340.981 294,774.752 MT 1.00011900 -1 20 00.5 DH6642 DH6642! - Elev Factor x Scale Factor = Combined Factor DH6642!SPC CA 4 - 0.99999197 x 1.00002221 = 1.00001418 DH6642!UTM 11 - 0.99999197 x 1.00011900 = 1.00011097 DH6642 DH6642 SUPERSEDED SURVEY CONTROL DH6642 DH6642.No superseded survey control is available for this station. DH6642 DH6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9477574341(NAD 83) DH6642_MARKER: DD = SURVEY DISK DH6642_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DH6642_SP_SET: SEE TEXT DH6642_STAMPING: PM 7.1 DH6642_MARK LOGO: CADT DH6642_MAGNETIC: N = NO MAGNETIC MATERIAL DH6642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6642+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 DH6642 DH6642 HISTORY - Date Condition Report By DH6642 HISTORY - UNK MONUMENTED CADT DH6642 HISTORY - 20040901 GOOD CSRC DH6642 DH6642 STATION DESCRIPTION DH6642 DH6642'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6642'THE STATION IS LOCATED IN EARLIMART, ABOUT 7 MILES NORTH OF DELANO. AT DH6642'THE INTERSECTION OF HWY 99 AND AVE. 56, AT THE DUCOR EXIT, DRIVE EAST DH6642'ON AVE 56 TO THE EAST END OF THE OVERPASS BRIDGE AND THE STATION ON DH6642'THE RIGHT. THE MONUMENT IS A 3 -INCH CALIFORNIA DEPARTMENT OF DH6642'TRANSPORTATION DISK SET FLUSH IN THE CONCRETE SIDEWALK, 13.4 M (44 DH6642'FT) WEST OF THE SOUTHEAST END OF THE HWY 99 OVERPASS BRIDGE, IN THE DH6642'CENTER OF THE SIDEWALK. THIS STATION WAS OBSERVED AS PART OF THE SAN DH6642'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0869 *********************************************************************** GT0869 DESIGNATION - Q 458 GT0869 PID - GT0869 GT0869 STATE/COUNTY- CA/TULARE GT0869 USGS QUAD - GOSHEN (1969) GT0869 GT0869 *CURRENT SURVEY CONTROL GT0869 ___________________________________________________________________ GT0869* NAD 83(1986)- 36 19 37. (N) 119 26 20. (W) SCALED GT0869* NAVD 88 - 84.37 (+/-2cm) 276.8 (feet) VERTCON GT0869 ___________________________________________________________________ GT0869 GEOID HEIGHT- -32.08 (meters) GEOID03 GT0869 GT0869 VERT ORDER - FIRST CLASS II (See Below) GT0869 GT0869.The horizontal coordinates were scaled from a topographic map and have GT0869.an estimated accuracy of +/- 6 seconds. GT0869 GT0869.The NAVD 88 height was computed by applying the VERTCON shift value to GT0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0869.The vertical order pertains to the NGVD 29 superseded value. GT0869 GT0869.The geoid height was determined by GEOID03. GT0869 GT0869; North East Units Estimated Accuracy GT0869;SPC CA 4 - 610,340. 1,960,590. MT (+/- 180 meters Scaled) GT0869 GT0869 SUPERSEDED SURVEY CONTROL GT0869 GT0869 NGVD 29 (??/??/92) 83.542 (m) 274.09 (f) ADJ UNCH 1 2 GT0869 GT0869.Superseded values are not recommended for survey control. GT0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0869.See file dsdata.txt to determine how the superseded data were derived. GT0869 GT0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA810229(NAD 83) GT0869_MARKER: DB = BENCH MARK DISK GT0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0869_STAMPING: Q 458 1954 GT0869_MARK LOGO: CGS GT0869_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0869+STABILITY: SURFACE MOTION GT0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0869+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT0869 GT0869 HISTORY - Date Condition Report By GT0869 HISTORY - 1954 MONUMENTED CGS GT0869 HISTORY - 1958 GOOD NGS GT0869 HISTORY - 1970 GOOD NGS GT0869 HISTORY - 20040707 GOOD CADT GT0869 GT0869 STATION DESCRIPTION GT0869 GT0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GT0869'3.8 MI SW FROM GOSHEN. GT0869'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT0869'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, THENCE 1.9 MILES GT0869'WEST ALONG STATE HIGHWAY 198, IN R23E T18S S36, AT THE INTERSECTION GT0869'OF ROAD 60 (16TH AVENUE WEST) LEADING NORTH AND A FARM ROAD GT0869'LEADING SOUTH, AT THE NORTHWEST CORNER OF A FENCE AROUND THE GT0869'GOSHEN SUBSTATION OF THE SOUTHERN CALIFORNIA EDISON COMPANY, GT0869'38 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET GT0869'EAST OF THE CENTER LINE OF THE FARM ROAD, 5 FEET EAST OF THE GT0869'PROLONGATION OF THE CENTER LINE OF ROAD 60, 3 1/2 FEET EAST OF GT0869'POWER LINE POLE 273486E, 3.3 FEET NORTHEAST OF A FENCE CORNER GT0869'POST, 1.6 FEET NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, GT0869'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE GT0869'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GT0869 GT0869 STATION RECOVERY (1970) GT0869 GT0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0869'RECOVERED IN GOOD CONDITION. GT0869 GT0869 STATION RECOVERY (2004) GT0869 GT0869'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0869'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0869'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0869'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0791 *********************************************************************** GT0791 DESIGNATION - Q 810 GT0791 PID - GT0791 GT0791 STATE/COUNTY- CA/TULARE GT0791 USGS QUAD - EXETER (1969) GT0791 GT0791 *CURRENT SURVEY CONTROL GT0791 ___________________________________________________________________ GT0791* NAD 83(1992)- 36 18 40.75735(N) 119 08 06.31846(W) ADJUSTED GT0791* NAVD 88 - 122.62 (+/-2cm) 402.3 (feet) VERTCON GT0791 ___________________________________________________________________ GT0791 EPOCH DATE - 1991.35 GT0791 LAPLACE CORR- 7.63 (seconds) DEFLEC99 GT0791 GEOID HEIGHT- -31.11 (meters) GEOID03 GT0791 GT0791 HORZ ORDER - FIRST GT0791 VERT ORDER - FIRST CLASS I (See Below) GT0791 GT0791.The horizontal coordinates were established by GPS observations GT0791.and adjusted by the National Geodetic Survey in March 1994. GT0791.The horizontal coordinates are valid at the epoch date displayed above. GT0791.The epoch date for horizontal control is a decimal equivalence GT0791.of Year/Month/Day. GT0791 GT0791.The NAVD 88 height was computed by applying the VERTCON shift value to GT0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0791.The vertical order pertains to the NGVD 29 superseded value. GT0791 GT0791.The Laplace correction was computed from DEFLEC99 derived deflections. GT0791 GT0791.The geoid height was determined by GEOID03. GT0791 GT0791; North East Units Scale Factor Converg. GT0791;SPC CA 4 - 608,527.369 1,987,868.520 MT 0.99995574 -0 04 50.1 GT0791;SPC CA 4 - 1,996,476.88 6,521,865.30 sFT 0.99995574 -0 04 50.1 GT0791;UTM 11 - 4,020,594.967 308,315.356 MT 1.00005273 -1 15 53.0 GT0791 GT0791! - Elev Factor x Scale Factor = Combined Factor GT0791!SPC CA 4 - 0.99998564 x 0.99995574 = 0.99994138 GT0791!UTM 11 - 0.99998564 x 1.00005273 = 1.00003837 GT0791 GT0791 SUPERSEDED SURVEY CONTROL GT0791 GT0791 NAD 83(1986)- 36 18 40.75306(N) 119 08 06.31585(W) AD(1984.00) 1 GT0791 NGVD 29 (??/??/92) 121.795 (m) 399.59 (f) ADJ UNCH 1 1 GT0791 GT0791.Superseded values are not recommended for survey control. GT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0791.See file dsdata.txt to determine how the superseded data were derived. GT0791 GT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0831520595(NAD 83) GT0791_MARKER: DB = BENCH MARK DISK GT0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0791_SP_SET: CONCRETE POST GT0791_STAMPING: Q 810 1947 GT0791_MARK LOGO: CGS GT0791_MAGNETIC: N = NO MAGNETIC MATERIAL GT0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0791+STABILITY: SURFACE MOTION GT0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0791+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT0791 GT0791 HISTORY - Date Condition Report By GT0791 HISTORY - 1947 MONUMENTED CGS GT0791 HISTORY - 1958 GOOD NGS GT0791 HISTORY - 1972 GOOD NGS GT0791 HISTORY - 19890910 GOOD SUNRIS GT0791 HISTORY - 19980105 GOOD USPSQD GT0791 HISTORY - 20001026 GOOD CADT GT0791 HISTORY - 20040708 GOOD CADT GT0791 GT0791 STATION DESCRIPTION GT0791 GT0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GT0791'1.3 MI N FROM EXETER. GT0791'0.4 MILE NORTHEAST ALONG PINE STREET FROM THE SOUTHERN PACIFIC GT0791'COMPANY RAILROAD STATION AT EXETER, THENCE 0.9 MILE NORTH ALONG GT0791'ROAD 196 (STATE HIGHWAY 65), IN R26E T19S S2, AT THE INTERSECTION GT0791'OF AVENUE 288, 90 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, GT0791'42 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST GT0791'OF A FENCE, 0.9 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET GT0791'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST GT0791'PROJECTING 0.1 FOOT ABOVE THE GROUND. GT0791 GT0791 STATION RECOVERY (1972) GT0791 GT0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT0791'RECOVERED IN GOOD CONDITION. GT0791 GT0791 STATION RECOVERY (1989) GT0791 GT0791'RECOVERY NOTE BY SUNRISE GEODETIC 1989 GT0791'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 198 AND GT0791'65 IN TULARE COUNTY, CA. PROCEED SOUTH ALONG HIGHWAY 65 FOR 1.0 MILE GT0791'AND THE STATION ON THE LEFT. GT0791'THE STATION IS LOCATED 1.2 FT WEST OF A CEMETARY FENCE, 42.5 FT EAST GT0791'OF CENTERLINE OF STATE HIGHWAY 65 AND 2 FEET LOWER THAN THE HIGHWAY. GT0791'THE MONUMENT IS A STANDARD 3 3/4 INCH BRASS CAP SET IN CONCRETE. GT0791 GT0791 STATION RECOVERY (1998) GT0791 GT0791'RECOVERY NOTE BY US POWER SQUADRON 1998 GT0791'RECOVERED IN GOOD CONDITION. GT0791 GT0791 STATION RECOVERY (2000) GT0791 GT0791'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GT0791'RECOVERED IN GOOD CONDITION. GT0791 GT0791 STATION RECOVERY (2004) GT0791 GT0791'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0791'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0791'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0791'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6657 *********************************************************************** DH6657 HT_MOD - This is a Height Modernization Survey Station. DH6657 DESIGNATION - QUAIL DH6657 PID - DH6657 DH6657 STATE/COUNTY- CA/TULARE DH6657 USGS QUAD - TIPTON (1969) DH6657 DH6657 *CURRENT SURVEY CONTROL DH6657 ___________________________________________________________________ DH6657* NAD 83(1998)- 36 00 26.76807(N) 119 18 20.42968(W) ADJUSTED DH6657* NAVD 88 - 80.60 (meters) 264.4 (feet) GPS OBS DH6657 ___________________________________________________________________ DH6657 EPOCH DATE - 2004.50 DH6657 X - -2,528,376.818 (meters) COMP DH6657 Y - -4,504,469.046 (meters) COMP DH6657 Z - 3,728,887.120 (meters) COMP DH6657 LAPLACE CORR- 6.84 (seconds) DEFLEC99 DH6657 ELLIP HEIGHT- 47.63 (meters) (06/30/05) GPS OBS DH6657 GEOID HEIGHT- -32.93 (meters) GEOID03 DH6657 DH6657 HORZ ORDER - B DH6657 ELLP ORDER - FOURTH CLASS I DH6657 DH6657.The horizontal coordinates were established by GPS observations DH6657.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6657.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6657.DATUM ITEM on the data sheet items page. DH6657.The horizontal coordinates are valid at the epoch date displayed above. DH6657.The epoch date for horizontal control is a decimal equivalence DH6657.of Year/Month/Day. DH6657 DH6657.The orthometric height was determined by GPS observations and a DH6657.high-resolution geoid model using precise GPS observation and DH6657.processing techniques. DH6657 DH6657.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6657 DH6657.The Laplace correction was computed from DEFLEC99 derived deflections. DH6657 DH6657.The ellipsoidal height was determined by GPS observations DH6657.and is referenced to NAD 83. DH6657 DH6657.The geoid height was determined by GEOID03. DH6657 DH6657; North East Units Scale Factor Converg. DH6657;SPC CA 4 - 574,843.765 1,972,441.895 MT 0.99999860 -0 10 56.5 DH6657;SPC CA 4 - 1,885,966.59 6,471,253.12 sFT 0.99999860 -0 10 56.5 DH6657;UTM 11 - 3,987,232.006 292,197.042 MT 1.00013211 -1 21 21.5 DH6657 DH6657! - Elev Factor x Scale Factor = Combined Factor DH6657!SPC CA 4 - 0.99999252 x 0.99999860 = 0.99999112 DH6657!UTM 11 - 0.99999252 x 1.00013211 = 1.00012463 DH6657 DH6657 SUPERSEDED SURVEY CONTROL DH6657 DH6657.No superseded survey control is available for this station. DH6657 DH6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9219787232(NAD 83) DH6657_MARKER: DD = SURVEY DISK DH6657_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6657+WITH SETTING: PAVEMENT DH6657_SP_SET: SEE TEXT DH6657_STAMPING: QUAIL 2004 DH6657_MARK LOGO: CSRC DH6657_MAGNETIC: N = NO MAGNETIC MATERIAL DH6657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6657+STABILITY: SURFACE MOTION DH6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6657+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6657 DH6657 HISTORY - Date Condition Report By DH6657 HISTORY - 20040601 MONUMENTED CSRC DH6657 DH6657 STATION DESCRIPTION DH6657 DH6657'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6657'STATION IS ABOUT 26.6 KM (16.5 MILES) NORTH OF DELANO AND 22.5 K (14 DH6657'MILES) SOUTH OF TULARE. TO REACH FROM THE INTERSECTION OF AVE. 120 DH6657'AND HWY 99, GO WEST ON AVE. 120 FOR 0.3 KM (0.2 MILES) TO THE WEST DH6657'SIDE OF RD 120, A SIDE ROAD LEFT, AND THE STATION ON THE LEFT. THE DH6657'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION, 25.5 M DH6657'(83.5 FT) SOUTH OF CENTERLINE OF AVE. 120 AND 8.8 M (29.0 FT) WEST OF DH6657'THE CENTERLINE OF ROAD 120, 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF DH6657'A HEADWALL. MONUMENT IS A CSRC 3-INCH ALUMINUM DISK SET FLUSH IN DH6657'CONCRETE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6657'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0819 *********************************************************************** GT0819 DESIGNATION - S 931 GT0819 PID - GT0819 GT0819 STATE/COUNTY- CA/TULARE GT0819 USGS QUAD - VISALIA (1969) GT0819 GT0819 *CURRENT SURVEY CONTROL GT0819 ___________________________________________________________________ GT0819* NAD 83(1986)- 36 18 17. (N) 119 15 37. (W) SCALED GT0819* NAVD 88 - 104.20 (+/-2cm) 341.9 (feet) VERTCON GT0819 ___________________________________________________________________ GT0819 GEOID HEIGHT- -31.61 (meters) GEOID03 GT0819 GT0819 VERT ORDER - FIRST CLASS II (See Below) GT0819 GT0819.The horizontal coordinates were scaled from a topographic map and have GT0819.an estimated accuracy of +/- 6 seconds. GT0819 GT0819.The NAVD 88 height was computed by applying the VERTCON shift value to GT0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0819.The vertical order pertains to the NGVD 29 superseded value. GT0819 GT0819.The geoid height was determined by GEOID03. GT0819 GT0819; North East Units Estimated Accuracy GT0819;SPC CA 4 - 607,820. 1,976,620. MT (+/- 180 meters Scaled) GT0819 GT0819 SUPERSEDED SURVEY CONTROL GT0819 GT0819 NGVD 29 (??/??/92) 103.379 (m) 339.17 (f) ADJ UNCH 1 2 GT0819 GT0819.Superseded values are not recommended for survey control. GT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0819.See file dsdata.txt to determine how the superseded data were derived. GT0819 GT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA970201(NAD 83) GT0819_MARKER: DB = BENCH MARK DISK GT0819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GT0819_SP_SET: 40 FEET GT0819_STAMPING: S 931 1958 GT0819_MARK LOGO: CGS GT0819_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0819+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT0819 GT0819 HISTORY - Date Condition Report By GT0819 HISTORY - 1958 MONUMENTED CGS GT0819 HISTORY - 1972 GOOD USGS GT0819 HISTORY - 20040708 GOOD CADT GT0819 GT0819 STATION DESCRIPTION GT0819 GT0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 GT0819'3.3 MI SE FROM VISALIA. GT0819'3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT0819'FROM THE STATION AT VISALIA, AT THE CROSSING OF ROAD 140, 129.5 GT0819'FEET SOUTH OF THE SOUTH RAIL, 60 FEET SOUTH OF THE CENTER LINE GT0819'OF AVENUE 284, 39 FEET WEST OF THE CENTER LINE OF ROAD 140, GT0819'2 1/2 FEET SOUTH OF POWER LINE POLE 144, 1.0 FEET EAST OF A GT0819'FENCE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER GT0819'THAN THE ROAD, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED GT0819'STEEL ROD DRIVEN 40 FEET INTO THE GROUND, AND PROJECTING 0.4 GT0819'FOOT ABOVE THE GROUND. GT0819 GT0819 STATION RECOVERY (1972) GT0819 GT0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0819'3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GT0819'THE STATION AT VISALIA, AT THE CROSSING OF LOVERS LANE (ROAD 140), AT GT0819'THE T INTERSECTION OF LOVERS LANE AND K ROAD, 129.5 FEET SOUTH OF THE GT0819'SOUTH RAIL, 60.3 FEET SOUTH OF THE CENTER LINE OF K ROAD, 30.8 FEET GT0819'WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF LOVERS LANE, 2.5 GT0819'FEET SOUTH OF POWER POLE 144, 1.1 FEET WEST OF A WITNESS POST, A DISK GT0819'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO REFUSAL AT A GT0819'DEPTH OF 40 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A GT0819'CONCRETE POST, AND IS ABOUT 2 FEET LOWER THAN LOVERS LANE. GT0819 GT0819 STATION RECOVERY (2004) GT0819 GT0819'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0819'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0819'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0819'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6755 *********************************************************************** DH6755 HT_MOD - This is a Height Modernization Survey Station. DH6755 DESIGNATION - TJAY DH6755 PID - DH6755 DH6755 STATE/COUNTY- CA/TULARE DH6755 USGS QUAD - TULARE (1969) DH6755 DH6755 *CURRENT SURVEY CONTROL DH6755 ___________________________________________________________________ DH6755* NAD 83(1998)- 36 12 37.96054(N) 119 15 37.44842(W) ADJUSTED DH6755* NAVD 88 - 94.37 (meters) 309.6 (feet) GPS OBS DH6755 ___________________________________________________________________ DH6755 EPOCH DATE - 2004.50 DH6755 X - -2,518,330.722 (meters) COMP DH6755 Y - -4,494,888.658 (meters) COMP DH6755 Z - 3,747,103.647 (meters) COMP DH6755 LAPLACE CORR- 5.72 (seconds) DEFLEC99 DH6755 ELLIP HEIGHT- 62.30 (meters) (06/30/05) GPS OBS DH6755 GEOID HEIGHT- -32.03 (meters) GEOID03 DH6755 DH6755 HORZ ORDER - B DH6755 ELLP ORDER - FOURTH CLASS I DH6755 DH6755.The horizontal coordinates were established by GPS observations DH6755.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6755.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6755.DATUM ITEM on the data sheet items page. DH6755.The horizontal coordinates are valid at the epoch date displayed above. DH6755.The epoch date for horizontal control is a decimal equivalence DH6755.of Year/Month/Day. DH6755 DH6755.The orthometric height was determined by GPS observations and a DH6755.high-resolution geoid model using precise GPS observation and DH6755.processing techniques. DH6755 DH6755.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6755 DH6755.The Laplace correction was computed from DEFLEC99 derived deflections. DH6755 DH6755.The ellipsoidal height was determined by GPS observations DH6755.and is referenced to NAD 83. DH6755 DH6755.The geoid height was determined by GEOID03. DH6755 DH6755; North East Units Scale Factor Converg. DH6755;SPC CA 4 - 597,368.426 1,976,584.537 MT 0.99996687 -0 09 19.3 DH6755;SPC CA 4 - 1,959,866.24 6,484,844.44 sFT 0.99996687 -0 09 19.3 DH6755;UTM 11 - 4,009,669.927 296,802.149 MT 1.00010876 -1 20 08.9 DH6755 DH6755! - Elev Factor x Scale Factor = Combined Factor DH6755!SPC CA 4 - 0.99999022 x 0.99996687 = 0.99995709 DH6755!UTM 11 - 0.99999022 x 1.00010876 = 1.00009898 DH6755 DH6755 SUPERSEDED SURVEY CONTROL DH6755 DH6755.No superseded survey control is available for this station. DH6755 DH6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9680209670(NAD 83) DH6755_MARKER: DD = SURVEY DISK DH6755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6755_SP_SET: HEADWALL DH6755_STAMPING: TJAY 2004 DH6755_MARK LOGO: CADT DH6755_MAGNETIC: N = NO MAGNETIC MATERIAL DH6755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6755+STABILITY: SURFACE MOTION DH6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6755+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6755 DH6755 HISTORY - Date Condition Report By DH6755 HISTORY - 20031022 MONUMENTED CADT DH6755 DH6755 STATION DESCRIPTION DH6755 DH6755'DESCRIBED BY CALTRANS 2003 (AO) DH6755'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE CITY OF TULARE DH6755'AND ABOUT 9 MILES SOUTHEAST OF THE CITY OF VISALIA. TO REACH THE DH6755'STATION FROM THE INTERSECTION OF STATE HIGHWAY 63 (MOONEY BLVD) AND DH6755'STATE HIGHWAY 137 (TULARE AVENUE), 8 MILES SOUTH OF THE CITY OF DH6755'VISALIA, GO EAST 2.9 MILES ON HWY 137 (TULARE AVENUE) TO LOVERS LANE DH6755'(ROAD 140), TURN RIGHT (SOUTH) ON LOVERS LANE (ROAD 140) AND CONTINUE DH6755'SOUTH 42 METERS TO THE STATION ON THE RIGHT (WEST). THE MONUMENT IS A DH6755'3.5 INCH CADT ALUMINUM DISK STAMPED TJAY 2004, SET FLUSH ON AN DH6755'EXISTING CONCRETE IRRIGATION HEADWALL, 42 METERS SOUTH OF THE DH6755'CENTERLINE OF HWY 137 (TULARE AVENUE), 11.7 METERS WEST OF THE DH6755'CENTERLINE OF LOVERS LANE (ROAD 140) AND 3.4 METERS WEST OF A POWER DH6755'POLE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6755'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2119 *********************************************************************** GT2119 DESIGNATION - TUL 198 PM 19.0 GT2119 PID - GT2119 GT2119 STATE/COUNTY- CA/TULARE GT2119 USGS QUAD - EXETER (1969) GT2119 GT2119 *CURRENT SURVEY CONTROL GT2119 ___________________________________________________________________ GT2119* NAD 83(1992)- 36 19 34.51310(N) 119 07 48.12194(W) ADJUSTED GT2119* NAVD 88 - 133.9 (meters) 439. (feet) VERTCON GT2119 ___________________________________________________________________ GT2119 EPOCH DATE - 1991.35 GT2119 LAPLACE CORR- 7.17 (seconds) DEFLEC99 GT2119 GEOID HEIGHT- -31.03 (meters) GEOID03 GT2119 GT2119 HORZ ORDER - FIRST GT2119 GT2119.The horizontal coordinates were established by GPS observations GT2119.and adjusted by the National Geodetic Survey in March 1994. GT2119.The horizontal coordinates are valid at the epoch date displayed above. GT2119.The epoch date for horizontal control is a decimal equivalence GT2119.of Year/Month/Day. GT2119 GT2119.The NAVD 88 height was computed by applying the VERTCON shift value to GT2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2119 GT2119.The Laplace correction was computed from DEFLEC99 derived deflections. GT2119 GT2119.The geoid height was determined by GEOID03. GT2119 GT2119; North East Units Scale Factor Converg. GT2119;SPC CA 4 - 610,183.612 1,988,324.685 MT 0.99995436 -0 04 39.3 GT2119;SPC CA 4 - 2,001,910.73 6,523,361.90 sFT 0.99995436 -0 04 39.3 GT2119;UTM 11 - 4,022,241.586 308,805.705 MT 1.00005041 -1 15 43.8 GT2119 GT2119! - Elev Factor x Scale Factor = Combined Factor GT2119!SPC CA 4 - 0.99998386 x 0.99995436 = 0.99993822 GT2119!UTM 11 - 0.99998386 x 1.00005041 = 1.00003427 GT2119 GT2119: Primary Azimuth Mark Grid Az GT2119:SPC CA 4 - TUL 198 PM 19.7 091 41 42.5 GT2119:UTM 11 - TUL 198 PM 19.7 092 52 47.0 GT2119 GT2119|---------------------------------------------------------------------| GT2119| PID Reference Object Distance Geod. Az | GT2119| dddmmss.s | GT2119| GT2120 TUL 198 PM 19.7 APPROX. 1.1 KM 0913703.2 | GT2119|---------------------------------------------------------------------| GT2119 GT2119 SUPERSEDED SURVEY CONTROL GT2119 GT2119 NAD 83(1986)- 36 19 34.50876(N) 119 07 48.11923(W) AD(1984.00) 1 GT2119 NGVD 29 (06/21/90) 133.1 (m) 437. (f) GPS OBS GT2119 GT2119.Superseded values are not recommended for survey control. GT2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2119.See file dsdata.txt to determine how the superseded data were derived. GT2119 GT2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0880622242(NAD 83) GT2119_MARKER: DS = TRIANGULATION STATION DISK GT2119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. GT2119_SP_SET: EPOXIED IN CONCRETE GT2119_STAMPING: TUL 198 PM 19.0 GT2119_MARK LOGO: CADT GT2119_MAGNETIC: N = NO MAGNETIC MATERIAL GT2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2119+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT2119 GT2119 HISTORY - Date Condition Report By GT2119 HISTORY - 1989 MONUMENTED CADT GT2119 HISTORY - 20040708 GOOD CADT GT2119 GT2119 STATION DESCRIPTION GT2119 GT2119'DESCRIBED BY CALTRANS 1989 GT2119'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 198 AND GT2119'245 IN TULARE COUNTY GO WESTERLY ON HIGHWAY 198 FOR 0.8 MILE. THE GT2119'STATIION IS LOCATED ON THE EAST END OF A ONE FOOT WIDE CONCRETE STRIP GT2119'LOCATED ON THE MEDIEAN OF STATE HIGHWAY 198 ON A RAILROAD OVERPASS GT2119'19.0 MILES EAST OF THE FRESNO-TULARE COUNTY LINE. THE MONUMENT IS A GT2119'3 1/2 INCH DIAMETER BRONZE DISC EPOXIED INTO A DRILL HOLE IN CONCRETE GT2119'FLUSH WITH THE SURFACE. GT2119 GT2119 STATION RECOVERY (2004) GT2119 GT2119'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2119'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT2119'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2119'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2120 *********************************************************************** GT2120 DESIGNATION - TUL 198 PM 19.7 GT2120 PID - GT2120 GT2120 STATE/COUNTY- CA/TULARE GT2120 USGS QUAD - ROCKY HILL (1969) GT2120 GT2120 *CURRENT SURVEY CONTROL GT2120 ___________________________________________________________________ GT2120* NAD 83(1992)- 36 19 33.48351(N) 119 07 03.16735(W) ADJUSTED GT2120* NAVD 88 - 129.4 (meters) 425. (feet) VERTCON GT2120 ___________________________________________________________________ GT2120 EPOCH DATE - 1991.35 GT2120 LAPLACE CORR- 7.62 (seconds) DEFLEC99 GT2120 GEOID HEIGHT- -30.98 (meters) GEOID03 GT2120 GT2120 HORZ ORDER - FIRST GT2120 GT2120.The horizontal coordinates were established by GPS observations GT2120.and adjusted by the National Geodetic Survey in March 1994. GT2120.The horizontal coordinates are valid at the epoch date displayed above. GT2120.The epoch date for horizontal control is a decimal equivalence GT2120.of Year/Month/Day. GT2120 GT2120.The NAVD 88 height was computed by applying the VERTCON shift value to GT2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2120 GT2120.The Laplace correction was computed from DEFLEC99 derived deflections. GT2120 GT2120.The geoid height was determined by GEOID03. GT2120 GT2120; North East Units Scale Factor Converg. GT2120;SPC CA 4 - 610,150.432 1,989,445.847 MT 0.99995438 -0 04 12.5 GT2120;SPC CA 4 - 2,001,801.88 6,527,040.25 sFT 0.99995438 -0 04 12.5 GT2120;UTM 11 - 4,022,185.229 309,926.046 MT 1.00004515 -1 15 17.2 GT2120 GT2120! - Elev Factor x Scale Factor = Combined Factor GT2120!SPC CA 4 - 0.99998455 x 0.99995438 = 0.99993893 GT2120!UTM 11 - 0.99998455 x 1.00004515 = 1.00002970 GT2120 GT2120: Primary Azimuth Mark Grid Az GT2120:SPC CA 4 - TUL 198 PM 19.0 271 41 42.3 GT2120:UTM 11 - TUL 198 PM 19.0 272 52 47.0 GT2120 GT2120|---------------------------------------------------------------------| GT2120| PID Reference Object Distance Geod. Az | GT2120| dddmmss.s | GT2120| GT2119 TUL 198 PM 19.0 APPROX. 1.1 KM 2713729.8 | GT2120|---------------------------------------------------------------------| GT2120 GT2120 SUPERSEDED SURVEY CONTROL GT2120 GT2120 NAD 83(1986)- 36 19 33.47919(N) 119 07 03.16465(W) AD(1984.00) 1 GT2120 NGVD 29 (06/21/90) 128.6 (m) 422. (f) GPS OBS GT2120 GT2120.Superseded values are not recommended for survey control. GT2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2120.See file dsdata.txt to determine how the superseded data were derived. GT2120 GT2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0992622185(NAD 83) GT2120_MARKER: DS = TRIANGULATION STATION DISK GT2120_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE GT2120_SP_SET: IRREGULAR CONCRETE MASS GT2120_STAMPING: TUL 198 PM 19.7 1989 GT2120_MARK LOGO: CADT GT2120_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT GT2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2120+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT2120 GT2120 HISTORY - Date Condition Report By GT2120 HISTORY - 1989 MONUMENTED CADT GT2120 HISTORY - 20040708 GOOD CADT GT2120 GT2120 STATION DESCRIPTION GT2120 GT2120'DESCRIBED BY CALTRANS 1989 GT2120'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF GT2120'STATE HIGHWAYS 198 AND 245 IN TULARE COUNTY. THE MONUMENT IS LOCATED GT2120'11.8 FEET NORTH OF THE EDGE OF PAVEMENT AND IS 3.4 FEET SOUTH OF A GT2120'HEAVY STEEL MONUMENT POST. THE MONUMENT IS A 3 1/2 INCH DIAMETER GT2120'ALUMINUM CAP EMBEDDED IN CONCRETE 6 INCHES BELOW THE SURFACE OF THE GT2120'GROUND. GT2120 GT2120 STATION RECOVERY (2004) GT2120 GT2120'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2120'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT2120'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2120'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6660 *********************************************************************** DH6660 HT_MOD - This is a Height Modernization Survey Station. DH6660 DESIGNATION - TULE DH6660 PID - DH6660 DH6660 STATE/COUNTY- CA/TULARE DH6660 USGS QUAD - TIPTON (1969) DH6660 DH6660 *CURRENT SURVEY CONTROL DH6660 ___________________________________________________________________ DH6660* NAD 83(1998)- 36 05 14.72499(N) 119 19 17.82528(W) ADJUSTED DH6660* NAVD 88 - 79.74 (meters) 261.6 (feet) GPS OBS DH6660 ___________________________________________________________________ DH6660 EPOCH DATE - 2004.50 DH6660 X - -2,527,072.192 (meters) COMP DH6660 Y - -4,499,211.136 (meters) COMP DH6660 Z - 3,736,062.864 (meters) COMP DH6660 LAPLACE CORR- 5.97 (seconds) DEFLEC99 DH6660 ELLIP HEIGHT- 46.97 (meters) (06/30/05) GPS OBS DH6660 GEOID HEIGHT- -32.73 (meters) GEOID03 DH6660 DH6660 HORZ ORDER - B DH6660 ELLP ORDER - FOURTH CLASS I DH6660 DH6660.The horizontal coordinates were established by GPS observations DH6660.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6660.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6660.DATUM ITEM on the data sheet items page. DH6660.The horizontal coordinates are valid at the epoch date displayed above. DH6660.The epoch date for horizontal control is a decimal equivalence DH6660.of Year/Month/Day. DH6660 DH6660.The orthometric height was determined by GPS observations and a DH6660.high-resolution geoid model using precise GPS observation and DH6660.processing techniques. DH6660 DH6660.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6660 DH6660.The Laplace correction was computed from DEFLEC99 derived deflections. DH6660 DH6660.The ellipsoidal height was determined by GPS observations DH6660.and is referenced to NAD 83. DH6660 DH6660.The geoid height was determined by GEOID03. DH6660 DH6660; North East Units Scale Factor Converg. DH6660;SPC CA 4 - 583,723.796 1,971,034.262 MT 0.99998462 -0 11 30.7 DH6660;SPC CA 4 - 1,915,100.49 6,466,634.91 sFT 0.99998462 -0 11 30.7 DH6660;UTM 11 - 3,996,140.313 290,971.601 MT 1.00013840 -1 22 04.7 DH6660 DH6660! - Elev Factor x Scale Factor = Combined Factor DH6660!SPC CA 4 - 0.99999263 x 0.99998462 = 0.99997725 DH6660!UTM 11 - 0.99999263 x 1.00013840 = 1.00013103 DH6660 DH6660 SUPERSEDED SURVEY CONTROL DH6660 DH6660.No superseded survey control is available for this station. DH6660 DH6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV9097296140(NAD 83) DH6660_MARKER: DD = SURVEY DISK DH6660_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6660+WITH SETTING: PAVEMENT DH6660_SP_SET: SEE TEXT DH6660_STAMPING: TULE 2004 DH6660_MARK LOGO: CSRC DH6660_MAGNETIC: N = NO MAGNETIC MATERIAL DH6660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6660+STABILITY: SURFACE MOTION DH6660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6660+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6660 DH6660 HISTORY - Date Condition Report By DH6660 HISTORY - 20040601 MONUMENTED CSRC DH6660 DH6660 STATION DESCRIPTION DH6660 DH6660'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6660'THE STATION IS LOCATED WEST OF AND ADJACENT TO HWY 99, APPROXIMATELY DH6660'13.5 KM (8.4 MILES) SOUTH OF TULARE AND 2.6 KM (1.6 MILES) NORTH OF DH6660'TIPTON. TO REACH FROM THE HWY 190, POPLAR AVE., EXIT OFF HWY 99 ON DH6660'THE SOUTH END OF TIPTON, GO WEST ON HWY 190 FOR 1.0 KM (0.6 MILES) TO DH6660'THE INTERSECTION WITH SOUTH WESLING RD. TURN RIGHT ON SOUTH WESLING DH6660'RD. AND GO NORTH 1.6 KM (1.0 MILES) TO THE OLIVE AVE. INTERSECTION. DH6660'LIKEWISE, FROM NORTH OF TIPTON, EXIT OFF HWY 99 AT THE AVE 152, TIPTON DH6660'EXIT, AND AT THE END OF THE OFFRAMP WHICH ENDS FACING WEST, TURN DH6660'RIGHT ON NORTH BURNETT RD AND DRIVE NORTH 0.1 MI TO AVE 152, OLIVE DH6660'AVE, COUNTY ROUTE J26. TURN LEFT AND DRIVE 0.3 MI WEST TO SOUTH DH6660'WESLING RD. AND TURN RIGHT. FROM THE INTERSECTION OF SOUTH WESLING RD DH6660'AND AVE 152, DRIVE NORTH ON SOUTH WESLING RD 1.6 KM (1.0 MILE) TO THE DH6660'INTERSECTION WITH AVE. 160. CONTINUE NORTH ON SOUTH WESLING RD FOR DH6660'0.8 KM (0.5 MILES) TO THE STATION ON THE LEFT AS WESLING RD AND HWY 99 DH6660'TO THE RIGHT CONVERGE. THE STATION IS IN THE TOP OF A CONCRETE DH6660'WINGWALL OVER AN IRRIGATION CANAL ADJACENT TO THE ATT COMMUNICATION DH6660'SITE NO. 2472. THE STATION IS 9.4 M (31.0 FT) WEST OF THE CENTERLINE DH6660'OF SOUTH WESLING RD., 10.6 M (34.7 FT) EAST FROM THE NORTHEAST FENCE DH6660'CORNER OF THE ATT FACILITY AND 22.6 M (74 FT) SOUTHWEST OF A POWER DH6660'POLE WITH TRANSFORMER AND ONE GUY ANCHOR. MONUMENT IS A CSRC 3-INCH DH6660'ALUMINUM DISK SET FLUSH IN CONCRETE. THIS STATION WAS OBSERVED AS DH6660'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6660'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0762 *********************************************************************** GT0762 DESIGNATION - V 1231 GT0762 PID - GT0762 GT0762 STATE/COUNTY- CA/TULARE GT0762 USGS QUAD - ROCKY HILL (1969) GT0762 GT0762 *CURRENT SURVEY CONTROL GT0762 ___________________________________________________________________ GT0762* NAD 83(1986)- 36 19 30. (N) 119 04 49. (W) SCALED GT0762* NAVD 88 - 142.54 (+/-2cm) 467.6 (feet) VERTCON GT0762 ___________________________________________________________________ GT0762 GEOID HEIGHT- -30.81 (meters) GEOID03 GT0762 GT0762 VERT ORDER - FIRST CLASS I (See Below) GT0762 GT0762.The horizontal coordinates were scaled from a topographic map and have GT0762.an estimated accuracy of +/- 6 seconds. GT0762 GT0762.The NAVD 88 height was computed by applying the VERTCON shift value to GT0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0762.The vertical order pertains to the NGVD 29 superseded value. GT0762 GT0762.The geoid height was determined by GEOID03. GT0762 GT0762; North East Units Estimated Accuracy GT0762;SPC CA 4 - 610,040. 1,992,790. MT (+/- 180 meters Scaled) GT0762 GT0762 SUPERSEDED SURVEY CONTROL GT0762 GT0762 NGVD 29 (??/??/92) 141.700 (m) 464.89 (f) ADJ UNCH 1 1 GT0762 GT0762.Superseded values are not recommended for survey control. GT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0762.See file dsdata.txt to determine how the superseded data were derived. GT0762 GT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA132220(NAD 83) GT0762_MARKER: DB = BENCH MARK DISK GT0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT0762_SP_SET: BRIDGE GT0762_STAMPING: V 1231 1972 GT0762_MARK LOGO: CGS GT0762_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0762+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 GT0762 GT0762 HISTORY - Date Condition Report By GT0762 HISTORY - 1972 MONUMENTED CGS GT0762 HISTORY - 20040708 GOOD CADT GT0762 GT0762 STATION DESCRIPTION GT0762 GT0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 GT0762'4.6 MI NE FROM EXETER. GT0762'4.55 MILES NORTHEAST ALONG THE VISALIA ELECTRIC RAILROAD FROM GT0762'THE CROSSING OF KAWEAH AVENUE AT EXETER, 0.05 MILE EAST OF THE GT0762'CROSSING OF ROAD 220, IN THE TOP OF THE SOUTHWEST CONCRETE FILLED GT0762'15-INCH STEEL PIER OF BRIDGE OVER YOKOHL CREEK, 7.0 FEET SOUTH GT0762'OF THE SOUTH RAIL, 1.5 FEET NORTHEAST OF THE SOUTH END OF THE GT0762'WEST CONCRETE ABUTMENT, 1.2 FEET SOUTH OF THE SOUTH EDGE OF A GT0762'CONCRETE WALKWAY, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK. GT0762'SECTION 32, T18S, R27E. GT0762 GT0762 STATION RECOVERY (2004) GT0762 GT0762'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0762'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0762'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0762'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0768 *********************************************************************** GT0768 DESIGNATION - Y 1231 GT0768 PID - GT0768 GT0768 STATE/COUNTY- CA/TULARE GT0768 USGS QUAD - ROCKY HILL (1969) GT0768 GT0768 *CURRENT SURVEY CONTROL GT0768 ___________________________________________________________________ GT0768* NAD 83(1986)- 36 22 05. (N) 119 03 37. (W) SCALED GT0768* NAVD 88 - 141.28 (+/-2cm) 463.5 (feet) VERTCON GT0768 ___________________________________________________________________ GT0768 GEOID HEIGHT- -30.58 (meters) GEOID03 GT0768 GT0768 VERT ORDER - FIRST CLASS I (See Below) GT0768 GT0768.The horizontal coordinates were scaled from a topographic map and have GT0768.an estimated accuracy of +/- 6 seconds. GT0768 GT0768.The NAVD 88 height was computed by applying the VERTCON shift value to GT0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0768.The vertical order pertains to the NGVD 29 superseded value. GT0768 GT0768.The geoid height was determined by GEOID03. GT0768 GT0768; North East Units Estimated Accuracy GT0768;SPC CA 4 - 614,820. 1,994,590. MT (+/- 180 meters Scaled) GT0768 GT0768 SUPERSEDED SURVEY CONTROL GT0768 GT0768 NGVD 29 (??/??/92) 140.445 (m) 460.78 (f) ADJ UNCH 1 1 GT0768 GT0768.Superseded values are not recommended for survey control. GT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0768.See file dsdata.txt to determine how the superseded data were derived. GT0768 GT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA151267(NAD 83) GT0768_MARKER: DB = BENCH MARK DISK GT0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT0768_SP_SET: CONC BUILDING GT0768_STAMPING: Y 1231 1972 GT0768_MARK LOGO: NGS GT0768_MAGNETIC: N = NO MAGNETIC MATERIAL GT0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT0768+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004 GT0768 GT0768 HISTORY - Date Condition Report By GT0768 HISTORY - 1972 MONUMENTED NGS GT0768 HISTORY - 20040712 GOOD CADT GT0768 GT0768 STATION DESCRIPTION GT0768 GT0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GT0768'2.2 MI SW FROM LEMONCOVE. GT0768'2.15 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM GT0768'THE JUNCTION OF ROAD 244 AND AVENUE 328 AT LEMONCOVE, AT THE GT0768'CROSSING OF AVENUE 320, SET VERTICALLY IN THE SOUTHEAST FACE OF GT0768'A CONCRETE BUILDING, 21.0 FEET NORTHWEST OF THE NORTHWEST RAIL, GT0768'53 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 0.5 FOOT SOUTHWEST GT0768'OF THE EAST CORNER OF THE BUILDING, 5.0 FEET NORTHEAST OF THE GT0768'NORTHEAST EDGE OF THE SOUTHEAST ENTRANCE TO THE BUILDING, ABOUT GT0768'2 FEET HIGHER THAN THE TRACK, AND 3.5 FEET ABOVE THE GROUND. GT0768'SECTION 16, T18S, R27E. GT0768 GT0768 STATION RECOVERY (2004) GT0768 GT0768'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0768'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0768'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0768'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1136 *********************************************************************** GT1136 HT_MOD - This is a Height Modernization Survey Station. GT1136 DESIGNATION - Z 809 GT1136 PID - GT1136 GT1136 STATE/COUNTY- CA/TULARE GT1136 USGS QUAD - IVANHOE (1969) GT1136 GT1136 *CURRENT SURVEY CONTROL GT1136 ___________________________________________________________________ GT1136* NAD 83(1998)- 36 29 10.15658(N) 119 13 41.91131(W) ADJUSTED GT1136* NAVD 88 - 107.28 (meters) 352.0 (feet) GPS OBS GT1136 ___________________________________________________________________ GT1136 EPOCH DATE - 2004.50 GT1136 X - -2,506,967.110 (meters) COMP GT1136 Y - -4,480,489.844 (meters) COMP GT1136 Z - 3,771,744.930 (meters) COMP GT1136 LAPLACE CORR- 6.94 (seconds) DEFLEC99 GT1136 ELLIP HEIGHT- 76.58 (meters) (06/30/05) GPS OBS GT1136 GEOID HEIGHT- -30.66 (meters) GEOID03 GT1136 GT1136 HORZ ORDER - B GT1136 VERT ORDER - FIRST CLASS I (See Below) GT1136 ELLP ORDER - FOURTH CLASS I GT1136 GT1136.The horizontal coordinates were established by GPS observations GT1136.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1136.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1136.DATUM ITEM on the data sheet items page. GT1136.The horizontal coordinates are valid at the epoch date displayed above. GT1136.The epoch date for horizontal control is a decimal equivalence GT1136.of Year/Month/Day. GT1136 GT1136.The orthometric height was determined by GPS observations and a GT1136.high-resolution geoid model using precise GPS observation and GT1136.processing techniques. GT1136.The vertical order pertains to the NGVD 29 superseded value. GT1136 GT1136.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1136 GT1136.The Laplace correction was computed from DEFLEC99 derived deflections. GT1136 GT1136.The ellipsoidal height was determined by GPS observations GT1136.and is referenced to NAD 83. GT1136 GT1136.The geoid height was determined by GEOID03. GT1136 GT1136; North East Units Scale Factor Converg. GT1136;SPC CA 4 - 627,942.766 1,979,543.102 MT 0.99994372 -0 08 10.3 GT1136;SPC CA 4 - 2,060,175.56 6,494,550.99 sFT 0.99994372 -0 08 10.3 GT1136;UTM 11 - 4,040,181.019 300,392.836 MT 1.00009091 -1 19 31.6 GT1136 GT1136! - Elev Factor x Scale Factor = Combined Factor GT1136!SPC CA 4 - 0.99998798 x 0.99994372 = 0.99993170 GT1136!UTM 11 - 0.99998798 x 1.00009091 = 1.00007889 GT1136 GT1136 SUPERSEDED SURVEY CONTROL GT1136 GT1136 NGVD 29 (??/??/92) 106.384 (m) 349.03 (f) ADJ UNCH 1 1 GT1136 GT1136.Superseded values are not recommended for survey control. GT1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1136.See file dsdata.txt to determine how the superseded data were derived. GT1136 GT1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA0039340181(NAD 83) GT1136_MARKER: DB = BENCH MARK DISK GT1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT1136_STAMPING: Z 809 1947 GT1136_MARK LOGO: CGS GT1136_PROJECTION: FLUSH GT1136_MAGNETIC: N = NO MAGNETIC MATERIAL GT1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1136+STABILITY: SURFACE MOTION GT1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1136+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT1136 GT1136 HISTORY - Date Condition Report By GT1136 HISTORY - 1947 MONUMENTED CGS GT1136 HISTORY - 1958 GOOD NGS GT1136 HISTORY - 1972 GOOD NGS GT1136 HISTORY - 20040519 GOOD CADT GT1136 GT1136 STATION DESCRIPTION GT1136 GT1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GT1136'5 MI SE FROM EAST OROSI. GT1136'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE GT1136'RAILWAY FROM THE STATION AT EAST OROSI, IN R25E T16S S35, AT GT1136'SEVILLE, AT THE CROSSING OF AVENUE 384, 45.7 FEET SOUTHWEST GT1136'OF THE SOUTHWEST RAIL, 40 FEET NORTH OF THE CENTER LINE OF GT1136'THE AVENUE, 15 1/2 FEET NORTH OF POWER LINE POLE 20, 1.4 FEET GT1136'NORTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, GT1136'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A GT1136'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. GT1136 GT1136 STATION RECOVERY (1972) GT1136 GT1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1136'RECOVERED IN GOOD CONDITION. GT1136 GT1136 STATION RECOVERY (2004) GT1136 GT1136'RECOVERY NOTE BY CALTRANS 2004 (GC) GT1136'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW DESCRIPTION. THE GT1136'STATION IS ABOUT 13 MILES NORTHEAST OF THE CITY OF VISALIA AND ABOUT 9 GT1136'MILES NORTHWEST OF THE TOWN OF WOODLAKE. TO REACH THE STATION FROM GT1136'THE INTERSECTION OF STATE HIGHWAY 201 (AVENUE 384) AND STATE HIGHWAY GT1136'63, 11 MILES NORTH OF VISALIA, GO EAST 1.5 MILES ON HWY 201 TO THE GT1136'POST OFFICE IN THE COMMUNITY OF YETTEM, CONTINUE EAST 1.7 MILES ON GT1136'HWY 201 TO THE STATION ON THE LEFT (NORTH). THE MONUMENT IS A 3.5 GT1136'INCH USCGS BRASS DISK STAMPED Z809 1947, SET FLUSH IN AN 8 BY 8 INCH GT1136'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND, 11.4 METERS NORTH GT1136'OF THE CENTERLINE OF HWY 201, 46.0 METERS EAST OF THE CENTERLINE GT1136'PROJECTION OF ROAD 153 ALIGNMENT, 6.6 METERS NORTHEAST OF A GUY GT1136'ANCHOR, 5.2 METERS NORTHWEST OF A TELEPHONE POLE AND 0.3 METERS GT1136'SOUTHEAST OF A WITNESS POST. THE RAILROAD HAS BEEN REMOVED. THIS GT1136'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GT1136'MODERNIZATION SURVEY, A CSRC PROJECT.