1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9697 *********************************************************************** DG9697 HT_MOD - This is a Height Modernization Survey Station. DG9697 DESIGNATION - 12193003 AVE 7 SLC DG9697 PID - DG9697 DG9697 STATE/COUNTY- CA/MADERA DG9697 USGS QUAD - HERNDON (1978) DG9697 DG9697 *CURRENT SURVEY CONTROL DG9697 ___________________________________________________________________ DG9697* NAD 83(1998)- 36 51 06.08341(N) 119 56 42.99202(W) ADJUSTED DG9697* NAVD 88 - 97.20 (meters) 318.9 (feet) GPS OBS DG9697 ___________________________________________________________________ DG9697 EPOCH DATE - 2004.50 DG9697 X - -2,550,738.695 (meters) COMP DG9697 Y - -4,427,770.230 (meters) COMP DG9697 Z - 3,804,274.564 (meters) COMP DG9697 LAPLACE CORR- 4.60 (seconds) DEFLEC99 DG9697 ELLIP HEIGHT- 64.82 (meters) (04/01/05) GPS OBS DG9697 GEOID HEIGHT- -32.33 (meters) GEOID03 DG9697 DG9697 HORZ ORDER - B DG9697 ELLP ORDER - THIRD CLASS I DG9697 DG9697.The horizontal coordinates were established by GPS observations DG9697.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9697.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9697.DATUM ITEM on the data sheet items page. DG9697.The horizontal coordinates are valid at the epoch date displayed above. DG9697.The epoch date for horizontal control is a decimal equivalence DG9697.of Year/Month/Day. DG9697 DG9697.The orthometric height was determined by GPS observations and a DG9697.high-resolution geoid model using precise GPS observation and DG9697.processing techniques. DG9697 DG9697.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9697 DG9697.The Laplace correction was computed from DEFLEC99 derived deflections. DG9697 DG9697.The ellipsoidal height was determined by GPS observations DG9697.and is referenced to NAD 83. DG9697 DG9697.The geoid height was determined by GEOID03. DG9697 DG9697; North East Units Scale Factor Converg. DG9697;SPC CA 3 - 539,178.314 2,049,474.936 MT 1.00005136 +0 20 22.6 DG9697;SPC CA 3 - 1,768,954.19 6,723,985.69 sFT 1.00005136 +0 20 22.6 DG9697;UTM 11 - 4,082,470.048 237,400.130 MT 1.00044962 -1 46 02.7 DG9697;UTM 10 - 4,082,776.851 772,360.867 MT 1.00051397 +1 49 59.5 DG9697 DG9697! - Elev Factor x Scale Factor = Combined Factor DG9697!SPC CA 3 - 0.99998983 x 1.00005136 = 1.00004119 DG9697!UTM 11 - 0.99998983 x 1.00044962 = 1.00043944 DG9697!UTM 10 - 0.99998983 x 1.00051397 = 1.00050379 DG9697 DG9697 SUPERSEDED SURVEY CONTROL DG9697 DG9697.No superseded survey control is available for this station. DG9697 DG9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3740082470(NAD 83) DG9697_MARKER: DD = SURVEY DISK DG9697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9697_SP_SET: BRIDGE SIDEWALK DG9697_STAMPING: 12193003 AVE.7 SLC DG9697_MARK LOGO: CASLC DG9697_MAGNETIC: N = NO MAGNETIC MATERIAL DG9697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9697+STABILITY: SURFACE MOTION DG9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9697+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 DG9697 DG9697 HISTORY - Date Condition Report By DG9697 HISTORY - 19890701 MONUMENTED CASLC DG9697 HISTORY - 20040525 GOOD CADT DG9697 HISTORY - 20040901 GOOD CSRC DG9697 DG9697 STATION DESCRIPTION DG9697 DG9697'DESCRIBED BY CALTRANS 2004 (DB) DG9697'THE STATION IS LOCATED 1.2 MI NORTH OF THE FRESNO AND MADERA COUNTY DG9697'LINE AND 10 MI SOUTHEASTERLY OF THE CITY OF MADERA. TO REACH THE DG9697'STATION FROM THE INTERSECTION OF SR99 OVERCROSSING AND HERNDON AVE, GO DG9697'NORTH ALONG SR99 1.1 MI TO THE SAN JOAQUIN RIVER CROSSING. CONTINUE DG9697'NORTH ALONG SR99 0.7 MI TO THE AVE 7 OFFRAMP. TAKE THE AVE 7 OFFRAMP DG9697'AND CONTINUE NORTHERLY 0.28 MI ALONG OFFRAMP TO STOP SIGN AND END OF DG9697'RAMP. TURN RIGHT ONTO AVE. 7 AND CONTINUE EAST 0.03 MI (ABOUT 160 DG9697'FT) TO THE MARK ON THE LEFT. THE STATION IS A STATE LANDS COMMISSION DG9697'BRASS CAP SET FLUSH IN THE NORTHEASTERLY END OF THE BRIDGE DG9697'OVERCROSSING THE UNION PACIFIC RAILROAD TRACKS. STATION IS 2.18 M DG9697'WEST OF THE EAST END OF BRIDGE, 5.58M NORTH OF THE CENTERLINE OF AVE. DG9697'7, 0.290 M WEST OF THE INTERSECTION OF ROAD 33 AND AVE 7, AND 144 M DG9697'EAST OF THE INTERSECTION OF SR99 AND AVE 7. DG9697 DG9697 STATION RECOVERY (2004) DG9697 DG9697'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DG9697'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED AS PART OF THE SAN DG9697'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1194 *********************************************************************** HS1194 HT_MOD - This is a Height Modernization Survey Station. HS1194 DESIGNATION - 249.835 USGS HS1194 PID - HS1194 HS1194 STATE/COUNTY- CA/MADERA HS1194 USGS QUAD - BERENDA (1987) HS1194 HS1194 *CURRENT SURVEY CONTROL HS1194 ___________________________________________________________________ HS1194* NAD 83(1998)- 37 03 22.53574(N) 120 10 23.38029(W) ADJUSTED HS1194* NAVD 88 - 76.71 (meters) 251.7 (feet) GPS OBS HS1194 ___________________________________________________________________ HS1194 EPOCH DATE - 2004.50 HS1194 X - -2,561,461.164 (meters) COMP HS1194 Y - -4,405,776.704 (meters) COMP HS1194 Z - 3,822,404.305 (meters) COMP HS1194 LAPLACE CORR- 1.17 (seconds) DEFLEC99 HS1194 ELLIP HEIGHT- 44.16 (meters) (06/30/05) GPS OBS HS1194 GEOID HEIGHT- -32.51 (meters) GEOID03 HS1194 HS1194 HORZ ORDER - B HS1194 VERT ORDER - THIRD (See Below) HS1194 ELLP ORDER - FOURTH CLASS I HS1194 HS1194.The horizontal coordinates were established by GPS observations HS1194.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1194.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1194.DATUM ITEM on the data sheet items page. HS1194.The horizontal coordinates are valid at the epoch date displayed above. HS1194.The epoch date for horizontal control is a decimal equivalence HS1194.of Year/Month/Day. HS1194 HS1194.The orthometric height was determined by GPS observations and a HS1194.high-resolution geoid model using precise GPS observation and HS1194.processing techniques. HS1194.The vertical order pertains to the NGVD 29 superseded value. HS1194 HS1194.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1194 HS1194.The Laplace correction was computed from DEFLEC99 derived deflections. HS1194 HS1194.The ellipsoidal height was determined by GPS observations HS1194.and is referenced to NAD 83. HS1194 HS1194.The geoid height was determined by GEOID03. HS1194 HS1194; North East Units Scale Factor Converg. HS1194;SPC CA 3 - 561,785.561 2,029,071.024 MT 1.00000217 +0 12 00.4 HS1194;SPC CA 3 - 1,843,124.79 6,657,043.85 sFT 1.00000217 +0 12 00.4 HS1194;UTM 10 - 4,104,851.860 751,363.733 MT 1.00037843 +1 42 15.6 HS1194 HS1194! - Elev Factor x Scale Factor = Combined Factor HS1194!SPC CA 3 - 0.99999307 x 1.00000217 = 0.99999524 HS1194!UTM 10 - 0.99999307 x 1.00037843 = 1.00037150 HS1194 HS1194 SUPERSEDED SURVEY CONTROL HS1194 HS1194 NGVD 29 (??/??/??) 76.05 (m) 249.5 (f) RESET 3 HS1194 HS1194.Superseded values are not recommended for survey control. HS1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1194.See file dsdata.txt to determine how the superseded data were derived. HS1194 HS1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5136404852(NAD 83) HS1194_MARKER: DD = SURVEY DISK HS1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HS1194_SP_SET: METAL PIPE DRIVEN INTO GROUND HS1194_STAMPING: 249.835 BB 1901 HS1194_MAGNETIC: N = NO MAGNETIC MATERIAL HS1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1194+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS1194 HS1194 HISTORY - Date Condition Report By HS1194 HISTORY - 1901 MONUMENTED USGS HS1194 HISTORY - 1958 GOOD NGS HS1194 HISTORY - 20040901 GOOD CSRC HS1194 HS1194 STATION DESCRIPTION HS1194 HS1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1194'6.5 MI SE FROM CHOWCHILLA. HS1194'6.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS1194'FROM THE STATION AT CHOWCHILLA, IN R16E T10S S13, 8 POLES HS1194'NORTHWEST OF MILEPOLE 175, 47.0 FEET NORTHEAST OF THE NORTHEAST RAIL, HS1194'31 FEET SOUTHWEST OF THE CENTER LINE OF FAIRMEAD BOULEVARD, 11 FEET HS1194'NORTH OF TELEGRAPH POLE 50 G4, 1.3 FEET SOUTHWEST OF A WITNESS HS1194'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP HS1194'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1194 HS1194 STATION RECOVERY (2004) HS1194 HS1194'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) HS1194'STATION IS LOCATED SOUTH OF CHOWCHILLA IN FAIRMEAD. TO REACH FROM HS1194'INTERSECTION OF HWY 99 AND AVE. 20, GO EAST 0.2 KM (0.15 MILES) ON HS1194'AVE. 20 TO FAIRMEAD BLVD. GO LEFT (NORTHEAST) ON FAIRMEAD BLVD. 1.9 HS1194'KM (1.15 MILES) TO THE STATION ON THE LEFT. STATION IS LOCATED 14.3 HS1194'M (46.8 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 3.4 M (11.2 HS1194'FT) FROM A TELEGRAPH POLE, AND 8.5 M (28.0 FT) WEST OF THE CENTERLINE HS1194'OF THE ROAD. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN HS1194'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6646 *********************************************************************** DH6646 HT_MOD - This is a Height Modernization Survey Station. DH6646 DESIGNATION - COTTON DH6646 PID - DH6646 DH6646 STATE/COUNTY- CA/MADERA DH6646 USGS QUAD - MADERA (1981) DH6646 DH6646 *CURRENT SURVEY CONTROL DH6646 ___________________________________________________________________ DH6646* NAD 83(1998)- 36 55 24.84790(N) 120 01 14.22035(W) ADJUSTED DH6646* NAVD 88 - 93.92 (meters) 308.1 (feet) GPS OBS DH6646 ___________________________________________________________________ DH6646 EPOCH DATE - 2004.50 DH6646 X - -2,554,161.886 (meters) COMP DH6646 Y - -4,420,264.186 (meters) COMP DH6646 Z - 3,810,652.555 (meters) COMP DH6646 LAPLACE CORR- 3.25 (seconds) DEFLEC99 DH6646 ELLIP HEIGHT- 61.42 (meters) (06/30/05) GPS OBS DH6646 GEOID HEIGHT- -32.46 (meters) GEOID03 DH6646 DH6646 HORZ ORDER - B DH6646 ELLP ORDER - FOURTH CLASS I DH6646 DH6646.The horizontal coordinates were established by GPS observations DH6646.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6646.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6646.DATUM ITEM on the data sheet items page. DH6646.The horizontal coordinates are valid at the epoch date displayed above. DH6646.The epoch date for horizontal control is a decimal equivalence DH6646.of Year/Month/Day. DH6646 DH6646.The orthometric height was determined by GPS observations and a DH6646.high-resolution geoid model using precise GPS observation and DH6646.processing techniques. DH6646 DH6646.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6646 DH6646.The Laplace correction was computed from DEFLEC99 derived deflections. DH6646 DH6646.The ellipsoidal height was determined by GPS observations DH6646.and is referenced to NAD 83. DH6646 DH6646.The geoid height was determined by GEOID03. DH6646 DH6646; North East Units Scale Factor Converg. DH6646;SPC CA 3 - 547,118.232 2,042,714.583 MT 1.00003265 +0 17 36.6 DH6646;SPC CA 3 - 1,795,003.73 6,701,806.09 sFT 1.00003265 +0 17 36.6 DH6646;UTM 10 - 4,090,541.113 765,392.470 MT 1.00046778 +1 47 27.3 DH6646;UTM 11 - 4,090,656.782 230,933.652 MT 1.00049198 -1 48 56.6 DH6646 DH6646! - Elev Factor x Scale Factor = Combined Factor DH6646!SPC CA 3 - 0.99999036 x 1.00003265 = 1.00002301 DH6646!UTM 10 - 0.99999036 x 1.00046778 = 1.00045814 DH6646!UTM 11 - 0.99999036 x 1.00049198 = 1.00048234 DH6646 DH6646 SUPERSEDED SURVEY CONTROL DH6646 DH6646.No superseded survey control is available for this station. DH6646 DH6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6539290541(NAD 83) DH6646_MARKER: DD = SURVEY DISK DH6646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6646+WITH SETTING: PAVEMENT DH6646_SP_SET: SEE TEXT DH6646_STAMPING: COTTON 2004 DH6646_MARK LOGO: CSRC DH6646_MAGNETIC: N = NO MAGNETIC MATERIAL DH6646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6646+STABILITY: SURFACE MOTION DH6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6646+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6646 DH6646 HISTORY - Date Condition Report By DH6646 HISTORY - 20040601 MONUMENTED CSRC DH6646 DH6646 STATION DESCRIPTION DH6646 DH6646'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6646'STATION IS ABOUT 6.4 KM (4 MILES) SOUTHEAST OF MADERA. TO REACH FROM DH6646'MADERA, GO SOUTHEAST ON HWY 99 ABOUT 6.4 KM (4 MILES) TO THE AVENUE 12 DH6646'EXIT. FROM THE INTERSECTION OF AVENUE 12 AND HWY 99, GO EAST 0.2 KM DH6646'(0.1 MILES) TO THE BRIDGE OVER THE UNION PACIFIC RAILROAD AND THE DH6646'STATION ON THE RIGHT. THE STATION IS AT THE SOUTHWEST CORNER OF THE DH6646'RAILROAD OVERPASS BRIDGE, IN THE PEDESTRIAN WALKWAY, 5.5 M (18.0 FT) DH6646'SOUTH OF THE CENTERLINE OF AVENUE 12, 2.7 M (8.75 FT) NORTHEAST OF DH6646'THE CALTRANS SURVEY MARK COTTONWOOD (SET IN A CONCRETE POST), AND 0.3 DH6646'M (0.9 FT) NORTHEAST OF THE CALTRANS REFERENCE MARK FOR COTTONWOOD, DH6646'ALSO IN THE PEDESTRIAN WALKWAY. A WITNESS POST FOR COTTONWOOD IS DH6646'LOCATED 4.2 M (13.7 FT) SOUTHWEST OF COTTON . MONUMENT IS A CSRC 3- DH6646'INCH ALUMINUM DISK SET FLUSH IN CONCRETE. THIS STATION WAS OBSERVED AS DH6646'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6646'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1105 *********************************************************************** HS1105 DESIGNATION - D 1235 HS1105 PID - HS1105 HS1105 STATE/COUNTY- CA/MADERA HS1105 USGS QUAD - BLISS RANCH (1977) HS1105 HS1105 *CURRENT SURVEY CONTROL HS1105 ___________________________________________________________________ HS1105* NAD 83(1986)- 37 05 01. (N) 120 28 05. (W) SCALED HS1105* NAVD 88 - 43.364 (meters) 142.27 (feet) ADJUSTED HS1105 ___________________________________________________________________ HS1105 GEOID HEIGHT- -32.69 (meters) GEOID03 HS1105 DYNAMIC HT - 43.331 (meters) 142.16 (feet) COMP HS1105 MODELED GRAV- 979,866.4 (mgal) NAVD 88 HS1105 HS1105 VERT ORDER - FIRST CLASS I HS1105 HS1105.The horizontal coordinates were scaled from a topographic map and have HS1105.an estimated accuracy of +/- 6 seconds. HS1105 HS1105.The orthometric height was determined by differential leveling HS1105.and adjusted by the National Geodetic Survey in June 1991. HS1105 HS1105.The geoid height was determined by GEOID03. HS1105 HS1105.The dynamic height is computed by dividing the NAVD 88 HS1105.geopotential number by the normal gravity value computed on the HS1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1105.degrees latitude (g = 980.6199 gals.). HS1105 HS1105.The modeled gravity was interpolated from observed gravity values. HS1105 HS1105; North East Units Estimated Accuracy HS1105;SPC CA 3 - 564,770. 2,002,840. MT (+/- 180 meters Scaled) HS1105 HS1105 SUPERSEDED SURVEY CONTROL HS1105 HS1105 NGVD 29 (??/??/92) 43.426 (m) 142.47 (f) ADJ UNCH 1 1 HS1105 HS1105.Superseded values are not recommended for survey control. HS1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1105.See file dsdata.txt to determine how the superseded data were derived. HS1105 HS1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG250071(NAD 83) HS1105_MARKER: DB = BENCH MARK DISK HS1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1105_SP_SET: CONCRETE POST HS1105_STAMPING: D 1235 1972 HS1105_MARK LOGO: CGS HS1105_PROJECTION: FLUSH HS1105_MAGNETIC: N = NO MAGNETIC MATERIAL HS1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1105+STABILITY: SURFACE MOTION HS1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1105+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1105 HS1105 HISTORY - Date Condition Report By HS1105 HISTORY - 1972 MONUMENTED CGS HS1105 HISTORY - 19881115 GOOD NGS HS1105 HISTORY - 20040519 GOOD CADT HS1105 HS1105 STATION DESCRIPTION HS1105 HS1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 HS1105'12.2 MI SW FROM CHOWCHILLA. HS1105'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1105'SCHOOL AT CHOWCHILLA, THENCE 9.45 MILES WEST ALONG STATE HIGHWAY 152, HS1105'0.7 MILE WEST OF THE JUNCTION OF ROAD 5, 0.3 MILE EAST OF THE HS1105'JUNCTION OF ROAD 4 AND RED TOP CAFE, AT THE CROSSING OF A POWER HS1105'LINE, 47 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF HS1105'THE HIGHWAY, 2 1/2 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, HS1105'1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 5 FEET WEST OF A HS1105'WOODEN POST SUPPORTING A LIONS SIGN, 1.8 FEET WEST OF A WITNESS HS1105'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT HS1105'ABOVE THE GROUND. SECTION 5 T10S R14E. HS1105 HS1105 STATION RECOVERY (1988) HS1105 HS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1105'RECOVERED IN GOOD CONDITION. HS1105 HS1105 STATION RECOVERY (2004) HS1105 HS1105'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1105'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1105'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1105'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1103 *********************************************************************** HS1103 HT_MOD - This is a Height Modernization Survey Station. HS1103 DESIGNATION - D 158 RESET HS1103 PID - HS1103 HS1103 STATE/COUNTY- CA/MADERA HS1103 USGS QUAD - BLISS RANCH (1977) HS1103 HS1103 *CURRENT SURVEY CONTROL HS1103 ___________________________________________________________________ HS1103* NAD 83(1998)- 37 05 01.38316(N) 120 26 57.63748(W) ADJUSTED HS1103* NAVD 88 - 45.96 (meters) 150.8 (feet) GPS OBS HS1103 ___________________________________________________________________ HS1103 EPOCH DATE - 2004.50 HS1103 X - -2,581,725.104 (meters) COMP HS1103 Y - -4,391,773.815 (meters) COMP HS1103 Z - 3,824,817.064 (meters) COMP HS1103 LAPLACE CORR- 2.60 (seconds) DEFLEC99 HS1103 ELLIP HEIGHT- 13.26 (meters) (06/30/05) GPS OBS HS1103 GEOID HEIGHT- -32.66 (meters) GEOID03 HS1103 DYNAMIC HT - 45.92 (meters) 150.7 (feet) COMP HS1103 MODELED GRAV- 979,866.2 (mgal) NAVD 88 HS1103 HS1103 HORZ ORDER - B HS1103 VERT ORDER - FIRST CLASS I (See Below) HS1103 ELLP ORDER - FOURTH CLASS I HS1103 HS1103.The horizontal coordinates were established by GPS observations HS1103.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1103.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1103.DATUM ITEM on the data sheet items page. HS1103.The horizontal coordinates are valid at the epoch date displayed above. HS1103.The epoch date for horizontal control is a decimal equivalence HS1103.of Year/Month/Day. HS1103 HS1103.The orthometric height was determined by GPS observations and a HS1103.high-resolution geoid model using precise GPS observation and HS1103.processing techniques. It supersedes the leveled height previously HS1103.determined for this station. HS1103.WARNING-GPS observations at this control monument resulted in a GPS HS1103.derived orthometric height which differed from the leveled height by HS1103.more than one decimeter (0.1 meter). HS1103.The vertical order pertains to the first NAVD 88 superseded value. HS1103 HS1103.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1103 HS1103.The Laplace correction was computed from DEFLEC99 derived deflections. HS1103 HS1103.The ellipsoidal height was determined by GPS observations HS1103.and is referenced to NAD 83. HS1103 HS1103.The geoid height was determined by GEOID03. HS1103 HS1103.The dynamic height is computed by dividing the NAVD 88 HS1103.geopotential number by the normal gravity value computed on the HS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1103.degrees latitude (g = 980.6199 gals.). HS1103 HS1103.The modeled gravity was interpolated from observed gravity values. HS1103 HS1103; North East Units Scale Factor Converg. HS1103;SPC CA 3 - 564,783.231 2,004,504.034 MT 0.99999652 +0 01 51.6 HS1103;SPC CA 3 - 1,852,959.65 6,576,443.65 sFT 0.99999652 +0 01 51.6 HS1103;UTM 10 - 4,107,203.570 726,718.926 MT 1.00023325 +1 32 19.2 HS1103 HS1103! - Elev Factor x Scale Factor = Combined Factor HS1103!SPC CA 3 - 0.99999792 x 0.99999652 = 0.99999444 HS1103!UTM 10 - 0.99999792 x 1.00023325 = 1.00023117 HS1103 HS1103 SUPERSEDED SURVEY CONTROL HS1103 HS1103 NAVD 88 (06/15/91) 46.480 (m) 152.49 (f) ADJUSTED 1 1 HS1103 NGVD 29 (??/??/92) 46.212 (m) 151.61 (f) ADJ UNCH 1 1 HS1103 HS1103.Superseded values are not recommended for survey control. HS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1103.See file dsdata.txt to determine how the superseded data were derived. HS1103 HS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2671907204(NAD 83) HS1103_MARKER: DB = BENCH MARK DISK HS1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1103_SP_SET: CONCRETE POST HS1103_STAMPING: D 158 RESET 1966 HS1103_MARK LOGO: CGS HS1103_MAGNETIC: N = NO MAGNETIC MATERIAL HS1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1103+STABILITY: SURFACE MOTION HS1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1103+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS1103 HS1103 HISTORY - Date Condition Report By HS1103 HISTORY - 1966 MONUMENTED CGS HS1103 HISTORY - 1972 GOOD NGS HS1103 HISTORY - 19881115 GOOD NGS HS1103 HISTORY - 20040901 GOOD CSRC HS1103 HS1103 STATION DESCRIPTION HS1103 HS1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1103'11.2 MI SW FROM CHOWCHILLA. HS1103'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1103'SCHOOL AT CHOWCHILLA, THENCE 8.45 MILES WEST ALONG STATE HIGHWAY 152, HS1103'0.3 MILE EAST OF THE JUNCTION OF ROAD 5, 0.05 MILE EAST OF CULVERT HS1103'2/35, 47 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES HS1103'OF THE HIGHWAY, 164 FEET WEST OF A POWER POLE, 1.0 FOOT SOUTH HS1103'OF THE NORTH RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A WITNESS POST, HS1103'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A HS1103'CONCRETE POST FLUSH WITH THE GROUND. HS1103 HS1103 STATION RECOVERY (1988) HS1103 HS1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1103'RECOVERED IN GOOD CONDITION. HS1103 HS1103 STATION RECOVERY (2004) HS1103 HS1103'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) HS1103'RECOVERED AS DESCRIBED EXCEPT WILSON GRAMMAR SCHOOL IS NOW WILSON HS1103'MIDDLE SCHOOL. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN HS1103'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1096 *********************************************************************** HS1096 DESIGNATION - E 158 RESET HS1096 PID - HS1096 HS1096 STATE/COUNTY- CA/MADERA HS1096 USGS QUAD - BLISS RANCH (1977) HS1096 HS1096 *CURRENT SURVEY CONTROL HS1096 ___________________________________________________________________ HS1096* NAD 83(1986)- 37 05 00. (N) 120 24 24. (W) SCALED HS1096* NAVD 88 - 50.239 (meters) 164.83 (feet) ADJUSTED HS1096 ___________________________________________________________________ HS1096 GEOID HEIGHT- -32.60 (meters) GEOID03 HS1096 DYNAMIC HT - 50.201 (meters) 164.70 (feet) COMP HS1096 MODELED GRAV- 979,864.7 (mgal) NAVD 88 HS1096 HS1096 VERT ORDER - FIRST CLASS I HS1096 HS1096.The horizontal coordinates were scaled from a topographic map and have HS1096.an estimated accuracy of +/- 6 seconds. HS1096 HS1096.The orthometric height was determined by differential leveling HS1096.and adjusted by the National Geodetic Survey in June 1991. HS1096 HS1096.The geoid height was determined by GEOID03. HS1096 HS1096.The dynamic height is computed by dividing the NAVD 88 HS1096.geopotential number by the normal gravity value computed on the HS1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1096.degrees latitude (g = 980.6199 gals.). HS1096 HS1096.The modeled gravity was interpolated from observed gravity values. HS1096 HS1096; North East Units Estimated Accuracy HS1096;SPC CA 3 - 564,740. 2,008,300. MT (+/- 180 meters Scaled) HS1096 HS1096 SUPERSEDED SURVEY CONTROL HS1096 HS1096 NGVD 29 (??/??/92) 49.852 (m) 163.56 (f) ADJ UNCH 1 1 HS1096 HS1096.Superseded values are not recommended for survey control. HS1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1096.See file dsdata.txt to determine how the superseded data were derived. HS1096 HS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG305072(NAD 83) HS1096_MARKER: DB = BENCH MARK DISK HS1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1096_SP_SET: CONCRETE POST HS1096_STAMPING: E 158 RESET 1967 HS1096_MARK LOGO: CGS HS1096_PROJECTION: FLUSH HS1096_MAGNETIC: N = NO MAGNETIC MATERIAL HS1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1096+STABILITY: SURFACE MOTION HS1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1096+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1096 HS1096 HISTORY - Date Condition Report By HS1096 HISTORY - 1967 MONUMENTED CGS HS1096 HISTORY - 1972 GOOD NGS HS1096 HISTORY - 19881115 GOOD NGS HS1096 HISTORY - 20040519 GOOD CADT HS1096 HS1096 STATION DESCRIPTION HS1096 HS1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1096'8.8 MI SW FROM CHOWCHILLA. HS1096'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1096'SCHOOL AT CHOWCHILLA, THENCE 6.05 MILES WEST ALONG STATE HIGHWAY 152, HS1096'0.3 MILE WEST OF THE JUNCTION OF ROAD 8, 46 FEET NORTH OF THE HS1096'CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 47 FEET EAST OF HS1096'THE CENTER OF THE NORTH END OF AN 18-INCH PIPE CULVERT NO. 4/81, HS1096'10 FEET WEST OF THE WEST ONE OF TWO BRACE FENCE POST, 1.0 FOOT HS1096'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A WITNESS HS1096'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF HS1096'A CONCRETE POST 1.0 FOOT UNDERGROUND. SEC 2 T10S R14E. HS1096 HS1096 STATION RECOVERY (1988) HS1096 HS1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1096'RECOVERED IN GOOD CONDITION. HS1096 HS1096 STATION RECOVERY (2004) HS1096 HS1096'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1096'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1096'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1096'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1100 *********************************************************************** HS1100 DESIGNATION - E 982 HS1100 PID - HS1100 HS1100 STATE/COUNTY- CA/MADERA HS1100 USGS QUAD - BLISS RANCH (1977) HS1100 HS1100 *CURRENT SURVEY CONTROL HS1100 ___________________________________________________________________ HS1100* NAD 83(1986)- 37 05 00. (N) 120 26 05. (W) SCALED HS1100* NAVD 88 - 47.574 (meters) 156.08 (feet) ADJUSTED HS1100 ___________________________________________________________________ HS1100 GEOID HEIGHT- -32.64 (meters) GEOID03 HS1100 DYNAMIC HT - 47.537 (meters) 155.96 (feet) COMP HS1100 MODELED GRAV- 979,865.8 (mgal) NAVD 88 HS1100 HS1100 VERT ORDER - FIRST CLASS I HS1100 HS1100.The horizontal coordinates were scaled from a topographic map and have HS1100.an estimated accuracy of +/- 6 seconds. HS1100 HS1100.The orthometric height was determined by differential leveling HS1100.and adjusted by the National Geodetic Survey in June 1991. HS1100 HS1100.The geoid height was determined by GEOID03. HS1100 HS1100.The dynamic height is computed by dividing the NAVD 88 HS1100.geopotential number by the normal gravity value computed on the HS1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1100.degrees latitude (g = 980.6199 gals.). HS1100 HS1100.The modeled gravity was interpolated from observed gravity values. HS1100 HS1100; North East Units Estimated Accuracy HS1100;SPC CA 3 - 564,740. 2,005,800. MT (+/- 180 meters Scaled) HS1100 HS1100 SUPERSEDED SURVEY CONTROL HS1100 HS1100 NGVD 29 (??/??/92) 47.292 (m) 155.16 (f) ADJ UNCH 1 1 HS1100 HS1100.Superseded values are not recommended for survey control. HS1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1100.See file dsdata.txt to determine how the superseded data were derived. HS1100 HS1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG280071(NAD 83) HS1100_MARKER: DB = BENCH MARK DISK HS1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE HS1100_SP_SET: CONCRETE PAD HS1100_STAMPING: E 982 1964 HS1100_MARK LOGO: CGS HS1100_MAGNETIC: N = NO MAGNETIC MATERIAL HS1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1100+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1100 HS1100 HISTORY - Date Condition Report By HS1100 HISTORY - 1964 MONUMENTED CGS HS1100 HISTORY - 1972 GOOD NGS HS1100 HISTORY - 19881115 GOOD NGS HS1100 HISTORY - 20040519 GOOD CADT HS1100 HS1100 STATION DESCRIPTION HS1100 HS1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1100'10.4 MI SW FROM CHOWCHILLA. HS1100'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1100'SCHOOL AT CHOWCHILLA, THENCE 7.65 MILES WEST ALONG STATE HIGHWAY 152, HS1100'0.1 MILE EAST OF THE JUNCTION OF ROAD 6, AT THE ALAMO COTTON GIN HS1100'OFFICE, IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST CORNER HS1100'OF THE CONCRETE FOUNDATION OF TRUCK SCALES, 194 1/2 FEET SOUTH HS1100'OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.4 HS1100'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, HS1100'AND ABOUT LEVEL WITH THE HIGHWAY. HS1100 HS1100 STATION RECOVERY (1988) HS1100 HS1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1100'RECOVERED IN GOOD CONDITION. HS1100 HS1100 STATION RECOVERY (2004) HS1100 HS1100'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1100'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1100'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1100'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1083 *********************************************************************** HS1083 DESIGNATION - G 158 RESET HS1083 PID - HS1083 HS1083 STATE/COUNTY- CA/MADERA HS1083 USGS QUAD - CHOWCHILLA (1976) HS1083 HS1083 *CURRENT SURVEY CONTROL HS1083 ___________________________________________________________________ HS1083* NAD 83(1986)- 37 05 00. (N) 120 19 19. (W) SCALED HS1083* NAVD 88 - 60.799 (meters) 199.47 (feet) ADJUSTED HS1083 ___________________________________________________________________ HS1083 GEOID HEIGHT- -32.54 (meters) GEOID03 HS1083 DYNAMIC HT - 60.752 (meters) 199.32 (feet) COMP HS1083 MODELED GRAV- 979,854.6 (mgal) NAVD 88 HS1083 HS1083 VERT ORDER - FIRST CLASS I HS1083 HS1083.The horizontal coordinates were scaled from a topographic map and have HS1083.an estimated accuracy of +/- 6 seconds. HS1083 HS1083.The orthometric height was determined by differential leveling HS1083.and adjusted by the National Geodetic Survey in June 1991. HS1083 HS1083.The geoid height was determined by GEOID03. HS1083 HS1083.The dynamic height is computed by dividing the NAVD 88 HS1083.geopotential number by the normal gravity value computed on the HS1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1083.degrees latitude (g = 980.6199 gals.). HS1083 HS1083.The modeled gravity was interpolated from observed gravity values. HS1083 HS1083; North East Units Estimated Accuracy HS1083;SPC CA 3 - 564,750. 2,015,830. MT (+/- 180 meters Scaled) HS1083 HS1083 SUPERSEDED SURVEY CONTROL HS1083 HS1083 NGVD 29 (??/??/92) 60.34 (m) 198.0 (f) COMPUTED 1 1 HS1083 HS1083.Superseded values are not recommended for survey control. HS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1083.See file dsdata.txt to determine how the superseded data were derived. HS1083 HS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG380074(NAD 83) HS1083_MARKER: DB = BENCH MARK DISK HS1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1083_SP_SET: CONCRETE POST HS1083_STAMPING: G 158 RESET 1967 HS1083_MARK LOGO: CGS HS1083_PROJECTION: FLUSH HS1083_MAGNETIC: N = NO MAGNETIC MATERIAL HS1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1083+STABILITY: SURFACE MOTION HS1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1083+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1083 HS1083 HISTORY - Date Condition Report By HS1083 HISTORY - 1967 MONUMENTED CGS HS1083 HISTORY - 1972 GOOD NGS HS1083 HISTORY - 19881114 GOOD NGS HS1083 HISTORY - 20040519 GOOD CADT HS1083 HS1083 STATION DESCRIPTION HS1083 HS1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1083'4.2 MI SW FROM CHOWCHILLA. HS1083'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1083'SCHOOL AT CHOWCHILLA, THENCE 1.4 MILES WEST ALONG STATE HIGHWAY HS1083'152, 0.65 MILE WEST OF THE JUNCTION OF ROAD 13, 0.35 MILE EAST OF HS1083'THE JUNCTION OF ROAD 12, DIRECTLY ACROSS THE HIGHWAY FROM A T HS1083'FENCE JUNCTION, 50 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND HS1083'LANES OF THE HIGHWAY, 173 FEET WEST OF THE CENTER OF THE SOUTH HS1083'END OF 18-INCH PIPE CULVERT 9/47, 132 FEET SOUTH-SOUTHWEST HS1083'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 12407, 0.9 FOOT HS1083'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A PADDLE HS1083'BOARD STENCILED USBM G 158, ABOUT 1/2 FOOT LOWER THAN THE HS1083'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 HS1083'FOOT ABOVE THE GROUND. HS1083 HS1083 STATION RECOVERY (1988) HS1083 HS1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1083'RECOVERED IN GOOD CONDITION. HS1083 HS1083 STATION RECOVERY (2004) HS1083 HS1083'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1083'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1083'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1083'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5409 *********************************************************************** HS5409 HT_MOD - This is a Height Modernization Survey Station. HS5409 DESIGNATION - HPGN CA 06 03 HS5409 PID - HS5409 HS5409 STATE/COUNTY- CA/MADERA HS5409 USGS QUAD - BERENDA (1987) HS5409 HS5409 *CURRENT SURVEY CONTROL HS5409 ___________________________________________________________________ HS5409* NAD 83(1998)- 37 05 04.11399(N) 120 13 39.14260(W) ADJUSTED HS5409* NAVD 88 - 72.39 (meters) 237.5 (feet) GPS OBS HS5409 ___________________________________________________________________ HS5409 EPOCH DATE - 2004.50 HS5409 X - -2,564,689.439 (meters) COMP HS5409 Y - -4,401,709.762 (meters) COMP HS5409 Z - 3,824,900.262 (meters) COMP HS5409 LAPLACE CORR- 0.78 (seconds) DEFLEC99 HS5409 ELLIP HEIGHT- 39.86 (meters) (06/30/05) GPS OBS HS5409 GEOID HEIGHT- -32.49 (meters) GEOID03 HS5409 HS5409 HORZ ORDER - B HS5409 ELLP ORDER - FOURTH CLASS I HS5409 HS5409.The horizontal coordinates were established by GPS observations HS5409.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS5409.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS5409.DATUM ITEM on the data sheet items page. HS5409.The horizontal coordinates are valid at the epoch date displayed above. HS5409.The epoch date for horizontal control is a decimal equivalence HS5409.of Year/Month/Day. HS5409 HS5409.The orthometric height was determined by GPS observations and a HS5409.high-resolution geoid model using precise GPS observation and HS5409.processing techniques. HS5409 HS5409.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5409 HS5409.The Laplace correction was computed from DEFLEC99 derived deflections. HS5409 HS5409.The ellipsoidal height was determined by GPS observations HS5409.and is referenced to NAD 83. HS5409 HS5409.The geoid height was determined by GEOID03. HS5409 HS5409; North East Units Scale Factor Converg. HS5409;SPC CA 3 - 564,901.461 2,024,225.177 MT 0.99999637 +0 10 00.5 HS5409;SPC CA 3 - 1,853,347.54 6,641,145.43 sFT 0.99999637 +0 10 00.5 HS5409;UTM 10 - 4,107,840.498 746,435.926 MT 1.00034820 +1 40 21.4 HS5409 HS5409! - Elev Factor x Scale Factor = Combined Factor HS5409!SPC CA 3 - 0.99999374 x 0.99999637 = 0.99999011 HS5409!UTM 10 - 0.99999374 x 1.00034820 = 1.00034194 HS5409 HS5409 SUPERSEDED SURVEY CONTROL HS5409 HS5409 ELLIP H (11/17/92) 40.12 (m) GP( ) 5 1 HS5409 NAD 83(1986)- 37 05 04.10474(N) 120 13 39.13143(W) AD(1984.00) 1 HS5409 NAD 83(1992)- 37 05 04.10992(N) 120 13 39.13690(W) AD(1991.35) B HS5409 ELLIP H (05/15/92) 40.12 (m) GP(1991.35) 4 2 HS5409 NGVD 29 (10/13/92) 79.43 (m) 260.6 (f) LEVELING 3 HS5409 HS5409.Superseded values are not recommended for survey control. HS5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5409.See file dsdata.txt to determine how the superseded data were derived. HS5409 HS5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4643607840(NAD 83) HS5409_MARKER: DD = SURVEY DISK HS5409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL HS5409+WITH SETTING: INFORMATION. HS5409_SP_SET: ALUMINUM ALLOY ROD HS5409_STAMPING: HPGN-CALIF. STA. 06-03 1991 HS5409_MARK LOGO: CADT HS5409_PROJECTION: FLUSH HS5409_MAGNETIC: N = NO MAGNETIC MATERIAL HS5409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5409+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS5409_ROD/PIPE-DEPTH: 2.00 meters HS5409 HS5409 HISTORY - Date Condition Report By HS5409 HISTORY - 1991 MONUMENTED CADT HS5409 HISTORY - 19910516 GOOD NGS HS5409 HISTORY - 19920504 GOOD NGS HS5409 HISTORY - 19930119 GOOD CADT HS5409 HISTORY - 19940111 GOOD CADT HS5409 HISTORY - 19940214 GOOD NGS HS5409 HISTORY - 19951127 GOOD CADT HS5409 HISTORY - 20001001 GOOD CADT HS5409 HISTORY - 20040901 GOOD CSRC HS5409 HS5409 STATION DESCRIPTION HS5409 HS5409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 HS5409'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAYS 152 AND HS5409'99 AND ABOUT 2.5 MI (4.0 KM) SOUTH OF CHOWCHILLA. HS5409'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 152 AND 99, GO WEST HS5409'ON HIGHWAY 152 FOR 1.0 MI (1.6 KM) TO ROAD 17 1/2 ON THE RIGHT. TURN HS5409'RIGHT, NORTH, FOR 0.15 MI (0.24 KM) TO ROAD 18 ON THE RIGHT. TURN HS5409'RIGHT, EAST, FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. HS5409'THE STATION IS AN ALUMINUM DISK CEMENTED TO AN ALUMINUM ALLOY ROD AND HS5409'ENCLOSED IN A LOGO CAP. LOCATED 230.0 FT (70.1 M) SOUTH OF THE HS5409'CENTERLINE OF ROAD 18, 170.0 FT (51.8 M) NORTH OF THE NORTH EDGE OF HS5409'HIGHWAY 152, 2.0 FT (0.6 M) SOUTH OF THE RIGHT-OF-WAY FENCE FOR HS5409'HIGHWAY 152 AND 2.0 FT (0.6 M) NORTH OF A FIBERGLASS WITNESS POST. HS5409'THE BENCHMARK IS AT THE INTERSECTION OF HIGHWAYS 99/152, IT IS LOCATED HS5409'IN THE SOUTH END OF THE SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER HS5409'NORTHBOUND HIGHWAY 99. BENCHMARK P85. HS5409 HS5409 STATION RECOVERY (1992) HS5409 HS5409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 HS5409'STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTH OF CHOWCHILLA, 1.5 KM HS5409'(0.9 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 99 AND 152, 0.17 KM HS5409'(0.11 MI) EAST OF ROAD 17 1/2, ON HIGHWAY RIGHT-OF-WAY. HS5409'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. HS5409'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 152, ABOUT 6 KM HS5409'(3.7 MI) SOUTHEAST OF CHOWCHILLA, GO WEST ON HIGHWAY 152 FOR 1.55 KM HS5409'(0.96 MI) TO A LARGE SIGN FRONTAGE ROAD . (IF DRY, BEAR RIGHT, HS5409'WESTERLY, ALONG RIGHT-OF-WAY FENCE FOR 0.08 KM (0.05 MI) TO THE HS5409'STATION). CONTINUE AHEAD FOR 0.07 KM (0.04 MI) TO THE STATION ON THE HS5409'RIGHT. HS5409'STATION MARK IS A DISK SET ON A ROD ENCASED IN PVC PIPE WITH LOGO CAP HS5409'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 55.0 M HS5409'(180.4 FT) NORTH OF THE CENTER OF THE WESTBOUND HIGHWAY LANES, 73.2 M HS5409'(240.2 FT) ALONG FENCE FROM A FENCE CORNER, 0.7 M (2.3 FT) SOUTHWEST HS5409'OF THE FENCE AND 0.6 M (2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS HS5409'POST. HS5409 HS5409 STATION RECOVERY (1993) HS5409 HS5409'RECOVERY NOTE BY CALTRANS 1993 (NT) HS5409'RECOVERED AS DESCRIBED. HS5409 HS5409 STATION RECOVERY (1994) HS5409 HS5409'RECOVERY NOTE BY CALTRANS 1994 (DBS) HS5409'RECOVERED AS DESCRIBED. HS5409 HS5409 STATION RECOVERY (1994) HS5409 HS5409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) HS5409'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTH OF CHOWCHILLA, 1.5 KM HS5409'(0.9 MI) WEST OF STATE HIGHWAYS 99 AND 152 JUNCTION, AND EAST OF ROAD HS5409'17 1/2. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH HS5409'FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 152 SOUTHEAST OF HS5409'CHOWCHILLA, GO WEST ON HIGHWAY 152 FOR 1.55 KM (0.96 MI) TO A LARGE HS5409'SIGN FRONTAGE ROAD. IF DRY, BEAR RIGHT, NORTHWEST, ALONG R-O-W FENCE HS5409'FOR 0.08 KM (0.05 MI) TO THE STATION. IF WET, CONTINUE AHEAD FOR 0.08 HS5409'KM (0.05 MI) TO THE STATION ON THE RIGHT. STATION MARK IS A STANDARD HS5409'CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH HS5409'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 55.0 HS5409'M (180.4 FT) NORTH OF THE CENTER OF THE WESTBOUND HIGHWAY LANES, 73.2 HS5409'M (240.2 FT) SOUTH-SOUTHEAST ALONG FENCE FROM A FENCE CORNER, 0.7 M HS5409'(2.3 FT) SOUTHWEST OF THE FENCE, AND 0.6 M (2.0 FT) NORTHEAST OF A HS5409'FIBERGLASS WITNESS POST. HS5409 HS5409 STATION RECOVERY (1995) HS5409 HS5409'RECOVERY NOTE BY CALTRANS 1995 (RGD) HS5409'RECOVERED AS DESCRIBED. HS5409 HS5409 STATION RECOVERY (2000) HS5409 HS5409'RECOVERY NOTE BY CALTRANS 2000 (WGF) HS5409'RECOVERED IN GOOD CONDITION. HS5409 HS5409 STATION RECOVERY (2004) HS5409 HS5409'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) HS5409'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS5409'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5409'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6103 *********************************************************************** AC6103 HT_MOD - This is a Height Modernization Survey Station. AC6103 DESIGNATION - HPGN D CA 06 RF AC6103 PID - AC6103 AC6103 STATE/COUNTY- CA/MADERA AC6103 USGS QUAD - GREGG (1978) AC6103 AC6103 *CURRENT SURVEY CONTROL AC6103 ___________________________________________________________________ AC6103* NAD 83(1998)- 36 53 13.22072(N) 119 58 53.89822(W) ADJUSTED AC6103* NAVD 88 - 87.05 (meters) 285.6 (feet) GPS OBS AC6103 ___________________________________________________________________ AC6103 EPOCH DATE - 2004.50 AC6103 X - -2,552,369.088 (meters) COMP AC6103 Y - -4,424,106.593 (meters) COMP AC6103 Z - 3,807,403.843 (meters) COMP AC6103 LAPLACE CORR- 3.93 (seconds) DEFLEC99 AC6103 ELLIP HEIGHT- 54.61 (meters) (06/30/05) GPS OBS AC6103 GEOID HEIGHT- -32.40 (meters) GEOID03 AC6103 AC6103 HORZ ORDER - B AC6103 ELLP ORDER - FOURTH CLASS I AC6103 AC6103.The horizontal coordinates were established by GPS observations AC6103.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6103.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6103.DATUM ITEM on the data sheet items page. AC6103.The horizontal coordinates are valid at the epoch date displayed above. AC6103.The epoch date for horizontal control is a decimal equivalence AC6103.of Year/Month/Day. AC6103 AC6103.The orthometric height was determined by GPS observations and a AC6103.high-resolution geoid model using precise GPS observation and AC6103.processing techniques. It supersedes the leveled height previously AC6103.determined for this station. AC6103 AC6103.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6103 AC6103.The Laplace correction was computed from DEFLEC99 derived deflections. AC6103 AC6103.The ellipsoidal height was determined by GPS observations AC6103.and is referenced to NAD 83. AC6103 AC6103.The geoid height was determined by GEOID03. AC6103 AC6103; North East Units Scale Factor Converg. AC6103;SPC CA 3 - 543,079.034 2,046,210.122 MT 1.00004197 +0 19 02.5 AC6103;SPC CA 3 - 1,781,751.80 6,713,274.38 sFT 1.00004197 +0 19 02.5 AC6103;UTM 11 - 4,086,489.855 234,279.687 MT 1.00046993 -1 47 26.7 AC6103;UTM 10 - 4,086,592.833 768,993.892 MT 1.00049150 +1 48 46.2 AC6103 AC6103! - Elev Factor x Scale Factor = Combined Factor AC6103!SPC CA 3 - 0.99999143 x 1.00004197 = 1.00003340 AC6103!UTM 11 - 0.99999143 x 1.00046993 = 1.00046136 AC6103!UTM 10 - 0.99999143 x 1.00049150 = 1.00048293 AC6103 AC6103 SUPERSEDED SURVEY CONTROL AC6103 AC6103 NAD 83(1992)- 36 53 13.21575(N) 119 58 53.89186(W) AD(1991.35) 1 AC6103 ELLIP H (01/22/97) 54.72 (m) GP(1991.35) 4 2 AC6103 NAVD 88 (01/22/97) 87.13 (m) 285.9 (f) LEVELING 3 AC6103 AC6103.Superseded values are not recommended for survey control. AC6103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6103.See file dsdata.txt to determine how the superseded data were derived. AC6103 AC6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3428086490(NAD 83) AC6103_MARKER: DD = SURVEY DISK AC6103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6103_STAMPING: CA-HPGN-DENSIFICATION STA. 06-RF 1993 AC6103_MARK LOGO: CADT AC6103_PROJECTION: FLUSH AC6103_MAGNETIC: N = NO MAGNETIC MATERIAL AC6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6103+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6103_ROD/PIPE-DEPTH: 4.00 meters AC6103 AC6103 HISTORY - Date Condition Report By AC6103 HISTORY - 1993 MONUMENTED CADT AC6103 HISTORY - 20001021 GOOD CADT AC6103 HISTORY - 20040901 GOOD CSRC AC6103 AC6103 STATION DESCRIPTION AC6103 AC6103'DESCRIBED BY CALTRANS 1993 (NT) AC6103'THE STATION IS LOCATED NEAR THE STATE HIGHWAY 99/AVENUE 9 INTERCHANGE, AC6103'ABOUT 15.5 MI (24.9 KM) NORTHWEST OF FRESNO AND 7 MI (11.3 KM) AC6103'SOUTHEAST OF MADERA. TO REACH THE STATION FROM THE INTERSECTION OF AC6103'GATEWAY DRIVE (BUSINESS ROUTE 99) AND STATE HIGHWAY 145 (YOSEMITE AC6103'AVENUE) IN MADERA, GO SOUTH ON GATEWAY DRIVE FOR 1.0 MI (1.6 KM) TO AC6103'THE ENTRANCE TO STATE HIGHWAY 99. GO SOUTH ON HIGHWAY 99 FOR 5.9 MI AC6103'(9.5 KM) TO THE AVENUE 9/ROAD 31 1/2 OFF-RAMP. TAKE THE OFF-RAMP AC6103'SOUTH FOR 0.2 MI (0.3 KM) TO AVENUE 9. TURN LEFT AND GO EAST ON AC6103'AVENUE 9, CROSSING OVER HIGHWAY 99, FOR 0.6 MI (1.0 KM) TO THE AC6103'INTERSECTION WITH FRONTAGE ROAD/ROAD 30 1/2. TURN LEFT AND GO NORTH, AC6103'THEN WEST AND FINALLY NORTHWEST ON THE FRONTAGE ROAD FOR 0.7 MI (1.1 AC6103'KM) TO AN IRRIGATION CANAL AND THE STATION ON THE RIGHT. THE STATION AC6103'IS LOCATED AT HIGHWAY 99 POST MILE 4.1. THE STATION IS A SURVEY DISK AC6103'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC6103'GROUND, 54.3 FT (16.6 M) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE AC6103'ROAD, 48.5 FT (14.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 3 FT AC6103'(0.9 M) SQUARE CONCRETE STANDPIPE, 18.5 FT (5.6 M) NORTH OF THE AC6103'CENTERLINE OF THE CANAL, 17 FT (5.2 M) SOUTH OF THE CENTER OF AN AC6103'ACCESS ROAD ON THE NORTH SIDE OF THE CANAL, 2.5 FT (0.8 M) WEST OF A AC6103'CARSONITE WITNESS POST AND ABOUT 6 FT (1.8 M) HIGHER THAN THE FRONTAGE AC6103'ROAD. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6103'DENSIFICATION SURVEY. AC6103 AC6103 STATION RECOVERY (2000) AC6103 AC6103'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6103'RECOVERED IN GOOD CONDITION. AC6103 AC6103 STATION RECOVERY (2004) AC6103 AC6103'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6103'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6103'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6103'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS4530 *********************************************************************** HS4530 HT_MOD - This is a Height Modernization Survey Station. HS4530 DESIGNATION - N 1414 HS4530 PID - HS4530 HS4530 STATE/COUNTY- CA/MADERA HS4530 USGS QUAD - CHOWCHILLA (1976) HS4530 HS4530 *CURRENT SURVEY CONTROL HS4530 ___________________________________________________________________ HS4530* NAD 83(1998)- 37 07 24.48394(N) 120 15 17.50723(W) ADJUSTED HS4530* NAVD 88 - 72.92 (meters) 239.2 (feet) GPS OBS HS4530 ___________________________________________________________________ HS4530 EPOCH DATE - 2004.50 HS4530 X - -2,565,473.207 (meters) COMP HS4530 Y - -4,398,231.685 (meters) COMP HS4530 Z - 3,828,351.838 (meters) COMP HS4530 LAPLACE CORR- 0.55 (seconds) DEFLEC99 HS4530 ELLIP HEIGHT- 40.47 (meters) (06/30/05) GPS OBS HS4530 GEOID HEIGHT- -32.41 (meters) GEOID03 HS4530 HS4530 HORZ ORDER - B HS4530 ELLP ORDER - FOURTH CLASS I HS4530 HS4530.The horizontal coordinates were established by GPS observations HS4530.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS4530.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS4530.DATUM ITEM on the data sheet items page. HS4530.The horizontal coordinates are valid at the epoch date displayed above. HS4530.The epoch date for horizontal control is a decimal equivalence HS4530.of Year/Month/Day. HS4530 HS4530.The orthometric height was determined by GPS observations and a HS4530.high-resolution geoid model using precise GPS observation and HS4530.processing techniques. It supersedes the leveled height previously HS4530.determined for this station. HS4530 HS4530.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4530 HS4530.The Laplace correction was computed from DEFLEC99 derived deflections. HS4530 HS4530.The ellipsoidal height was determined by GPS observations HS4530.and is referenced to NAD 83. HS4530 HS4530.The geoid height was determined by GEOID03. HS4530 HS4530; North East Units Scale Factor Converg. HS4530;SPC CA 3 - 569,221.973 2,021,784.442 MT 0.99998875 +0 09 00.3 HS4530;SPC CA 3 - 1,867,522.42 6,633,137.79 sFT 0.99998875 +0 09 00.3 HS4530;UTM 10 - 4,112,096.822 743,881.546 MT 1.00033276 +1 39 27.4 HS4530 HS4530! - Elev Factor x Scale Factor = Combined Factor HS4530!SPC CA 3 - 0.99999365 x 0.99998875 = 0.99998240 HS4530!UTM 10 - 0.99999365 x 1.00033276 = 1.00032641 HS4530 HS4530 SUPERSEDED SURVEY CONTROL HS4530 HS4530 NAVD 88 (06/15/91) 73.027 (m) 239.59 (f) ADJUSTED 1 2 HS4530 HS4530.Superseded values are not recommended for survey control. HS4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4530.See file dsdata.txt to determine how the superseded data were derived. HS4530 HS4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4388212097(NAD 83) HS4530_MARKER: I = METAL ROD HS4530_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) HS4530_SP_SET: STAINLESS STEEL ROD IN SLEEVE HS4530_STAMPING: N 1414 1987 HS4530_MARK LOGO: NGS HS4530_PROJECTION: FLUSH HS4530_MAGNETIC: N = NO MAGNETIC MATERIAL HS4530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS4530+STABILITY: POSITION/ELEVATION WELL HS4530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4530+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS4530_ROD/PIPE-DEPTH: 11.9 meters HS4530_SLEEVE-DEPTH : 6.10 meters HS4530 HS4530 HISTORY - Date Condition Report By HS4530 HISTORY - 1987 MONUMENTED NGS HS4530 HISTORY - 19881117 GOOD NGS HS4530 HISTORY - 20040901 GOOD CSRC HS4530 HS4530 STATION DESCRIPTION HS4530 HS4530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HS4530'IN CHOWCHILLA. HS4530'IN CHOWCHILLA, NEAR THE NORTHEAST END OF TOWN, ALONG CHOWCHILLA HS4530'BOULEVARD, AT THE CHOWCHILLA WATER DISTRICT MAINTENANCE COMPOUND, HS4530'INSIDE AND AT THE NORTHWEST CORNER OF THE COMPOUND, 17.37 M (57.0 FT) HS4530'NORTHEAST OF THE BOULEVARD CENTERLINE, 39.93 M (131.0 FT) SOUTHEAST HS4530'OF THE CENTER OF A DIRT ROAD NORTHEAST TO A TRAILER PARK, 21.49 M HS4530'(70.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, HS4530'22.86 M (75.0 FT) NORTHWEST OF A WIRE GATE, 2.0 M (6.6 FT) SOUTHEAST HS4530'OF A FENCE CORNER, 0.61 M (2.0 FT) NORTHEAST OF A FENCE. HS4530'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. HS4530'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD. HS4530 HS4530 STATION RECOVERY (1988) HS4530 HS4530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS4530'RECOVERED IN GOOD CONDITION. HS4530 HS4530 STATION RECOVERY (2004) HS4530 HS4530'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) HS4530'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL RECOVERY HS4530'NOTES FOLLOWING. STATION IS LOCATED AT THE NORTHWEST CORNER OF THE HS4530'CORPORATE YARD OF THE CHOWCHILLA WATER DISTRICT ON SOUTH CHOWCHILLA HS4530'BLVD. IN CHOWCHILLA. TO REACH FROM THE INTERSECTION OF ROBERTSON HS4530'BLVD. (HWY 233) AND HWY 99 GO WEST ON ROBERTSON BLVD. 0.3 KM (0.2 HS4530'MILES) TO THE INTERSECTION WITH CHOWCHILLA BLVD. AND A TRAFFIC SIGNAL. HS4530'TURN LEFT AND GO SOUTH ONE BLOCK TO A T-INTERSECTION, TURN RIGHT AND HS4530'GO WEST ONE BLOCK TO WHERE THE STREET TURNS TO THE SOUTH, AND GO HS4530'SOUTH ABOUT ONE BLOCK TO THE ENTRANCE TO THE CORPORATE YARD ON THE HS4530'LEFT (EAST). CHECK IN WITH CHOWCHILLA WATER DISTRICT BEFORE ACCESSING HS4530'THE STATION. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN HS4530'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1094 *********************************************************************** HS1094 DESIGNATION - N 817 RESET HS1094 PID - HS1094 HS1094 STATE/COUNTY- CA/MADERA HS1094 USGS QUAD - BLISS RANCH (1977) HS1094 HS1094 *CURRENT SURVEY CONTROL HS1094 ___________________________________________________________________ HS1094* NAD 83(1986)- 37 04 59. (N) 120 22 58. (W) SCALED HS1094* NAVD 88 - 53.996 (meters) 177.15 (feet) ADJUSTED HS1094 ___________________________________________________________________ HS1094 GEOID HEIGHT- -32.58 (meters) GEOID03 HS1094 DYNAMIC HT - 53.955 (meters) 177.02 (feet) COMP HS1094 MODELED GRAV- 979,862.9 (mgal) NAVD 88 HS1094 HS1094 VERT ORDER - FIRST CLASS I HS1094 HS1094.The horizontal coordinates were scaled from a topographic map and have HS1094.an estimated accuracy of +/- 6 seconds. HS1094 HS1094.The orthometric height was determined by differential leveling HS1094.and adjusted by the National Geodetic Survey in June 1991. HS1094 HS1094.The geoid height was determined by GEOID03. HS1094 HS1094.The dynamic height is computed by dividing the NAVD 88 HS1094.geopotential number by the normal gravity value computed on the HS1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1094.degrees latitude (g = 980.6199 gals.). HS1094 HS1094.The modeled gravity was interpolated from observed gravity values. HS1094 HS1094; North East Units Estimated Accuracy HS1094;SPC CA 3 - 564,720. 2,010,420. MT (+/- 180 meters Scaled) HS1094 HS1094 SUPERSEDED SURVEY CONTROL HS1094 HS1094 NGVD 29 (??/??/92) 53.572 (m) 175.76 (f) ADJ UNCH 1 1 HS1094 HS1094.Superseded values are not recommended for survey control. HS1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1094.See file dsdata.txt to determine how the superseded data were derived. HS1094 HS1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG326072(NAD 83) HS1094_MARKER: DB = BENCH MARK DISK HS1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1094_SP_SET: CONCRETE POST HS1094_STAMPING: N 817 RESET 1966 HS1094_MARK LOGO: CGS HS1094_PROJECTION: FLUSH HS1094_MAGNETIC: N = NO MAGNETIC MATERIAL HS1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1094+STABILITY: SURFACE MOTION HS1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1094+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1094 HS1094 HISTORY - Date Condition Report By HS1094 HISTORY - 1966 MONUMENTED CGS HS1094 HISTORY - 1972 GOOD NGS HS1094 HISTORY - 19881115 GOOD NGS HS1094 HISTORY - 20040519 GOOD CADT HS1094 HS1094 STATION DESCRIPTION HS1094 HS1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1094'7.5 MI SW FROM CHOWCHILLA. HS1094'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1094'SCHOOL AT CHOWCHILLA, THENCE 4.75 MILES WEST ALONG STATE HIGHWAY 152, HS1094'AT THE NORTHEAST CORNER OF THE JUNCTION OF ROAD 9, 59 FEET NORTH HS1094'OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 162 1/2 HS1094'FEET EAST OF THE CENTER LINE OF ROAD 9, 56 FEET WEST OF THE CENTER HS1094'OF THE NORTH END OF 18-INCH PIPE CULVERT 6/13, 1.0 FOOT SOUTH OF HS1094'THE NORTH RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A PADDLE BOARD HS1094'POST, 82 FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE HIGHWAY, HS1094'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. HS1094 HS1094 STATION RECOVERY (1988) HS1094 HS1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1094'RECOVERED IN GOOD CONDITION. HS1094 HS1094 STATION RECOVERY (2004) HS1094 HS1094'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1094'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1094'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1094'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6655 *********************************************************************** DH6655 HT_MOD - This is a Height Modernization Survey Station. DH6655 DESIGNATION - NOTARB DH6655 PID - DH6655 DH6655 STATE/COUNTY- CA/MADERA DH6655 USGS QUAD - BERENDA (1987) DH6655 DH6655 *CURRENT SURVEY CONTROL DH6655 ___________________________________________________________________ DH6655* NAD 83(1998)- 37 01 05.43602(N) 120 07 35.69989(W) ADJUSTED DH6655* NAVD 88 - 85.49 (meters) 280.5 (feet) GPS OBS DH6655 ___________________________________________________________________ DH6655 EPOCH DATE - 2004.50 DH6655 X - -2,559,159.940 (meters) COMP DH6655 Y - -4,410,065.455 (meters) COMP DH6655 Z - 3,819,035.843 (meters) COMP DH6655 LAPLACE CORR- 1.30 (seconds) DEFLEC99 DH6655 ELLIP HEIGHT- 52.92 (meters) (06/30/05) GPS OBS DH6655 GEOID HEIGHT- -32.52 (meters) GEOID03 DH6655 DH6655 HORZ ORDER - B DH6655 ELLP ORDER - FOURTH CLASS I DH6655 DH6655.The horizontal coordinates were established by GPS observations DH6655.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6655.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6655.DATUM ITEM on the data sheet items page. DH6655.The horizontal coordinates are valid at the epoch date displayed above. DH6655.The epoch date for horizontal control is a decimal equivalence DH6655.of Year/Month/Day. DH6655 DH6655.The orthometric height was determined by GPS observations and a DH6655.high-resolution geoid model using precise GPS observation and DH6655.processing techniques. DH6655 DH6655.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6655 DH6655.The Laplace correction was computed from DEFLEC99 derived deflections. DH6655 DH6655.The ellipsoidal height was determined by GPS observations DH6655.and is referenced to NAD 83. DH6655 DH6655.The geoid height was determined by GEOID03. DH6655 DH6655; North East Units Scale Factor Converg. DH6655;SPC CA 3 - 557,574.652 2,033,230.787 MT 1.00001037 +0 13 43.0 DH6655;SPC CA 3 - 1,829,309.50 6,670,691.34 sFT 1.00001037 +0 13 43.0 DH6655;UTM 10 - 4,100,749.947 755,634.180 MT 1.00040511 +1 43 51.3 DH6655 DH6655! - Elev Factor x Scale Factor = Combined Factor DH6655!SPC CA 3 - 0.99999170 x 1.00001037 = 1.00000207 DH6655!UTM 10 - 0.99999170 x 1.00040511 = 1.00039680 DH6655 DH6655 SUPERSEDED SURVEY CONTROL DH6655 DH6655.No superseded survey control is available for this station. DH6655 DH6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5563400750(NAD 83) DH6655_MARKER: DD = SURVEY DISK DH6655_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6655+WITH SETTING: PAVEMENT DH6655_SP_SET: SEE TEXT DH6655_STAMPING: NOTARB 2004 DH6655_MARK LOGO: CSRC DH6655_MAGNETIC: N = NO MAGNETIC MATERIAL DH6655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6655+STABILITY: SURFACE MOTION DH6655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6655+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6655 DH6655 HISTORY - Date Condition Report By DH6655 HISTORY - 20040601 MONUMENTED CSRC DH6655 DH6655 STATION DESCRIPTION DH6655 DH6655'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6655'STATION IS 8.1 KM (5 MILES) NORTHWEST OF MADERA NEAR HWY 99 AT AVENUE DH6655'18 . TO REACH FROM CENTRAL MADERA, GO NORTHWEST ON HWY 99 8.1 KM (5 DH6655'MILES) TO THE AVENUE 18 EXIT, TURN RIGHT ON AVE. 18 AND GO EAST FOR DH6655'0.2 KM (0.1 MILES) ACROSS THE BRIDGE OVER THE RAILROAD TRACKS TO THE DH6655'STATION ON THE RIGHT. THE STATION IS IN THE PEDESTRIAN SIDEWALK ON THE DH6655'BRIDGE, 7.4 M (24.2 FT) SOUTH OF THE CENTERLINE OF THE STREET, 1.2 M DH6655'(4 FT) SOUTH OF THE SOUTH FACE OF CURB, AND 0.7 M (2.3 FT) WEST OF DH6655'THE EAST END OF THE ABUTMENT. MONUMENT IS A CSRC 3-INCH ALUMINUM DISK DH6655'SET FLUSH IN CONCRETE. TRAFFIC CONTROL SIGNAGE IS ADVISED FOR SURVEY DH6655'OCCUPATION. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN DH6655'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1089 *********************************************************************** HS1089 HT_MOD - This is a Height Modernization Survey Station. HS1089 DESIGNATION - P 817 RESET HS1089 PID - HS1089 HS1089 STATE/COUNTY- CA/MADERA HS1089 USGS QUAD - CHOWCHILLA (1976) HS1089 HS1089 *CURRENT SURVEY CONTROL HS1089 ___________________________________________________________________ HS1089* NAD 83(1998)- 37 04 59.53746(N) 120 21 12.12236(W) ADJUSTED HS1089* NAVD 88 - 56.93 (meters) 186.8 (feet) GPS OBS HS1089 ___________________________________________________________________ HS1089 EPOCH DATE - 2004.50 HS1089 X - -2,574,386.609 (meters) COMP HS1089 Y - -4,396,129.544 (meters) COMP HS1089 Z - 3,824,778.354 (meters) COMP HS1089 LAPLACE CORR- 1.11 (seconds) DEFLEC99 HS1089 ELLIP HEIGHT- 24.34 (meters) (06/30/05) GPS OBS HS1089 GEOID HEIGHT- -32.55 (meters) GEOID03 HS1089 DYNAMIC HT - 56.89 (meters) 186.6 (feet) COMP HS1089 MODELED GRAV- 979,859.5 (mgal) NAVD 88 HS1089 HS1089 HORZ ORDER - B HS1089 VERT ORDER - FIRST CLASS I (See Below) HS1089 ELLP ORDER - FOURTH CLASS I HS1089 HS1089.The horizontal coordinates were established by GPS observations HS1089.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1089.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1089.DATUM ITEM on the data sheet items page. HS1089.The horizontal coordinates are valid at the epoch date displayed above. HS1089.The epoch date for horizontal control is a decimal equivalence HS1089.of Year/Month/Day. HS1089 HS1089.The orthometric height was determined by GPS observations and a HS1089.high-resolution geoid model using precise GPS observation and HS1089.processing techniques. It supersedes the leveled height previously HS1089.determined for this station. HS1089.WARNING-GPS observations at this control monument resulted in a GPS HS1089.derived orthometric height which differed from the leveled height by HS1089.more than one decimeter (0.1 meter). HS1089.The vertical order pertains to the first NAVD 88 superseded value. HS1089 HS1089.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1089 HS1089.The Laplace correction was computed from DEFLEC99 derived deflections. HS1089 HS1089.The ellipsoidal height was determined by GPS observations HS1089.and is referenced to NAD 83. HS1089 HS1089.The geoid height was determined by GEOID03. HS1089 HS1089.The dynamic height is computed by dividing the NAVD 88 HS1089.geopotential number by the normal gravity value computed on the HS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1089.degrees latitude (g = 980.6199 gals.). HS1089 HS1089.The modeled gravity was interpolated from observed gravity values. HS1089 HS1089; North East Units Scale Factor Converg. HS1089;SPC CA 3 - 564,735.328 2,013,037.735 MT 0.99999662 +0 05 23.2 HS1089;SPC CA 3 - 1,852,802.49 6,604,441.30 sFT 0.99999662 +0 05 23.2 HS1089;UTM 10 - 4,107,380.192 735,253.159 MT 1.00028183 +1 35 47.7 HS1089 HS1089! - Elev Factor x Scale Factor = Combined Factor HS1089!SPC CA 3 - 0.99999618 x 0.99999662 = 0.99999280 HS1089!UTM 10 - 0.99999618 x 1.00028183 = 1.00027801 HS1089 HS1089 SUPERSEDED SURVEY CONTROL HS1089 HS1089 NAVD 88 (06/15/91) 57.350 (m) 188.16 (f) ADJUSTED 1 1 HS1089 NGVD 29 (??/??/92) 56.91 (m) 186.7 (f) COMPUTED 1 1 HS1089 HS1089.Superseded values are not recommended for survey control. HS1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1089.See file dsdata.txt to determine how the superseded data were derived. HS1089 HS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3525307380(NAD 83) HS1089_MARKER: DB = BENCH MARK DISK HS1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1089_SP_SET: CONCRETE POST HS1089_STAMPING: P 817 RESET 1967 HS1089_MARK LOGO: CGS HS1089_MAGNETIC: N = NO MAGNETIC MATERIAL HS1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1089+STABILITY: SURFACE MOTION HS1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1089+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS1089 HS1089 HISTORY - Date Condition Report By HS1089 HISTORY - 1967 MONUMENTED CGS HS1089 HISTORY - 1972 GOOD NGS HS1089 HISTORY - 19881115 GOOD NGS HS1089 HISTORY - 20040901 GOOD CSRC HS1089 HS1089 STATION DESCRIPTION HS1089 HS1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1089'5.8 MI SW FROM CHOWCHILLA. HS1089'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1089'SCHOOL AT CHOWCHILLA, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 152, HS1089'0.35 MILE WEST OF THE JUNCTION OF ROAD 11, 0.3 MILE EAST OF THE HS1089'EAST END OF A BRIDGE OVER ASH SLOUGH, 47 FEET SOUTH OF THE CENTER HS1089'LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 109 FEET EAST OF A HS1089'FENCE CORNER, 0.8 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.2 HS1089'FEET WEST OF A PADDLE BOARD STENCILED USBM P 817, ABOUT 1 FOOT HS1089'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST HS1089'FLUSH WITH THE GROUND. SEC 8 T10S R15E. HS1089 HS1089 STATION RECOVERY (1988) HS1089 HS1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1089'RECOVERED IN GOOD CONDITION. HS1089 HS1089 STATION RECOVERY (2004) HS1089 HS1089'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) HS1089'RECOVERED IN GOOD CONDITION AS DESCRIBED. NOTE WILSON GRAMMAR SCHOOL HS1089'HAS BECOME WILSON MIDDLE SCHOOL. THIS STATION WAS OBSERVED AS PART OF HS1089'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1080 *********************************************************************** HS1080 HT_MOD - This is a Height Modernization Survey Station. HS1080 DESIGNATION - R 817 RESET HS1080 PID - HS1080 HS1080 STATE/COUNTY- CA/MADERA HS1080 USGS QUAD - CHOWCHILLA (1976) HS1080 HS1080 *CURRENT SURVEY CONTROL HS1080 ___________________________________________________________________ HS1080* NAD 83(1998)- 37 05 01.35842(N) 120 18 22.42997(W) ADJUSTED HS1080* NAVD 88 - 64.39 (meters) 211.3 (feet) GPS OBS HS1080 ___________________________________________________________________ HS1080 EPOCH DATE - 2004.50 HS1080 X - -2,570,755.008 (meters) COMP HS1080 Y - -4,398,221.912 (meters) COMP HS1080 Z - 3,824,827.647 (meters) COMP HS1080 LAPLACE CORR- 0.65 (seconds) DEFLEC99 HS1080 ELLIP HEIGHT- 31.82 (meters) (06/30/05) GPS OBS HS1080 GEOID HEIGHT- -32.53 (meters) GEOID03 HS1080 DYNAMIC HT - 64.34 (meters) 211.1 (feet) COMP HS1080 MODELED GRAV- 979,851.9 (mgal) NAVD 88 HS1080 HS1080 HORZ ORDER - B HS1080 VERT ORDER - FIRST CLASS I (See Below) HS1080 ELLP ORDER - FOURTH CLASS I HS1080 HS1080.The horizontal coordinates were established by GPS observations HS1080.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1080.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1080.DATUM ITEM on the data sheet items page. HS1080.The horizontal coordinates are valid at the epoch date displayed above. HS1080.The epoch date for horizontal control is a decimal equivalence HS1080.of Year/Month/Day. HS1080 HS1080.The orthometric height was determined by GPS observations and a HS1080.high-resolution geoid model using precise GPS observation and HS1080.processing techniques. It supersedes the leveled height previously HS1080.determined for this station. HS1080.WARNING-GPS observations at this control monument resulted in a GPS HS1080.derived orthometric height which differed from the leveled height by HS1080.more than one decimeter (0.1 meter). HS1080.The vertical order pertains to the first NAVD 88 superseded value. HS1080 HS1080.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1080 HS1080.The Laplace correction was computed from DEFLEC99 derived deflections. HS1080 HS1080.The ellipsoidal height was determined by GPS observations HS1080.and is referenced to NAD 83. HS1080 HS1080.The geoid height was determined by GEOID03. HS1080 HS1080.The dynamic height is computed by dividing the NAVD 88 HS1080.geopotential number by the normal gravity value computed on the HS1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1080.degrees latitude (g = 980.6199 gals.). HS1080 HS1080.The modeled gravity was interpolated from observed gravity values. HS1080 HS1080; North East Units Scale Factor Converg. HS1080;SPC CA 3 - 564,799.086 2,017,228.744 MT 0.99999652 +0 07 07.1 HS1080;SPC CA 3 - 1,853,011.67 6,618,191.30 sFT 0.99999652 +0 07 07.1 HS1080;UTM 10 - 4,107,554.171 739,442.290 MT 1.00030633 +1 37 30.2 HS1080 HS1080! - Elev Factor x Scale Factor = Combined Factor HS1080!SPC CA 3 - 0.99999501 x 0.99999652 = 0.99999153 HS1080!UTM 10 - 0.99999501 x 1.00030633 = 1.00030133 HS1080 HS1080 SUPERSEDED SURVEY CONTROL HS1080 HS1080 NAVD 88 (06/15/91) 64.723 (m) 212.35 (f) ADJUSTED 1 1 HS1080 NGVD 29 (??/??/92) 64.23 (m) 210.7 (f) COMPUTED 1 1 HS1080 HS1080.Superseded values are not recommended for survey control. HS1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1080.See file dsdata.txt to determine how the superseded data were derived. HS1080 HS1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3944207554(NAD 83) HS1080_MARKER: DB = BENCH MARK DISK HS1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1080_SP_SET: CONCRETE POST HS1080_STAMPING: R 817 RESET 1967 HS1080_MARK LOGO: CGS HS1080_PROJECTION: FLUSH HS1080_MAGNETIC: N = NO MAGNETIC MATERIAL HS1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1080+STABILITY: SURFACE MOTION HS1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1080+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS1080 HS1080 HISTORY - Date Condition Report By HS1080 HISTORY - 1967 MONUMENTED CGS HS1080 HISTORY - 1972 GOOD NGS HS1080 HISTORY - 19881114 GOOD NGS HS1080 HISTORY - 20040901 GOOD CADT HS1080 HS1080 STATION DESCRIPTION HS1080 HS1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1080'3.2 MI SW FROM CHOWCHILLA. HS1080'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON HS1080'GRAMMAR SCHOOL AT CHOWCHILLA, THENCE 0.5 MILE WEST ALONG STATE HS1080'HIGHWAY 152, 0.25 MILE EAST OF THE JUNCTION OF ROAD 13, 0.05 HS1080'MILE WEST OF CULVERT 10/37, 47 FEET NORTH OF THE CENTER LINE HS1080'OF THE WESTBOUND LANES OF THE HIGHWAY, 38 1/2 FEET EAST OF HS1080'TELEPHONE POLE 13295, 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY HS1080'FENCE, 1.5 FEET WEST OF A PADDLE BOARD STENCILED USBM R 817, HS1080'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A HS1080'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. HS1080 HS1080 STATION RECOVERY (1988) HS1080 HS1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1080'RECOVERED IN GOOD CONDITION. HS1080 HS1080 STATION RECOVERY (2004) HS1080 HS1080'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1080'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE. HS1080'WILSON GRAMMAR SCHOOL HAS BECOME WILSON MIDDLE SCHOOL. THIS STATION HS1080'WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION HS1080'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1075 *********************************************************************** HS1075 DESIGNATION - S 817 HS1075 PID - HS1075 HS1075 STATE/COUNTY- CA/MADERA HS1075 USGS QUAD - CHOWCHILLA (1976) HS1075 HS1075 *CURRENT SURVEY CONTROL HS1075 ___________________________________________________________________ HS1075* NAD 83(1986)- 37 05 47. (N) 120 17 12. (W) SCALED HS1075* NAVD 88 - 67.406 (meters) 221.15 (feet) ADJUSTED HS1075 ___________________________________________________________________ HS1075 GEOID HEIGHT- -32.49 (meters) GEOID03 HS1075 DYNAMIC HT - 67.353 (meters) 220.97 (feet) COMP HS1075 MODELED GRAV- 979,847.9 (mgal) NAVD 88 HS1075 HS1075 VERT ORDER - FIRST CLASS I HS1075 HS1075.The horizontal coordinates were scaled from a topographic map and have HS1075.an estimated accuracy of +/- 6 seconds. HS1075 HS1075.The orthometric height was determined by differential leveling HS1075.and adjusted by the National Geodetic Survey in June 1991. HS1075 HS1075.The geoid height was determined by GEOID03. HS1075 HS1075.The dynamic height is computed by dividing the NAVD 88 HS1075.geopotential number by the normal gravity value computed on the HS1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1075.degrees latitude (g = 980.6199 gals.). HS1075 HS1075.The modeled gravity was interpolated from observed gravity values. HS1075 HS1075; North East Units Estimated Accuracy HS1075;SPC CA 3 - 566,210. 2,018,970. MT (+/- 180 meters Scaled) HS1075 HS1075 SUPERSEDED SURVEY CONTROL HS1075 HS1075 NGVD 29 (??/??/92) 66.755 (m) 219.01 (f) ADJ UNCH 1 1 HS1075 HS1075.Superseded values are not recommended for survey control. HS1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1075.See file dsdata.txt to determine how the superseded data were derived. HS1075 HS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG411090(NAD 83) HS1075_MARKER: DB = BENCH MARK DISK HS1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1075_SP_SET: CONCRETE POST HS1075_STAMPING: S 817 1948 HS1075_MARK LOGO: CGS HS1075_PROJECTION: FLUSH HS1075_MAGNETIC: N = NO MAGNETIC MATERIAL HS1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1075+STABILITY: SURFACE MOTION HS1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1075+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1075 HS1075 HISTORY - Date Condition Report By HS1075 HISTORY - 1948 MONUMENTED CGS HS1075 HISTORY - 1972 GOOD NGS HS1075 HISTORY - 19881114 GOOD NGS HS1075 HISTORY - 20040519 GOOD CADT HS1075 HS1075 STATION DESCRIPTION HS1075 HS1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1075'1.7 MI SW FROM CHOWCHILLA. HS1075'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1075'SCHOOL AT CHOWCHILLA, 0.25 MILE NORTHEAST OF THE JUNCTION OF HS1075'AVENUE 23 1/2 EAST, ACROSS THE HIGHWAY FROM A TRUCKING COMPANY HS1075'AT 23817 ROBERTSON BOULEVARD (STATE HIGHWAY 233), AT THE T HS1075'JUNCTION OF FENCES, 48 1/2 FEET NORTHWEST OF THE CENTER LINE OF HS1075'THE HIGHWAY, 33 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 12.2 HS1075'FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN GATE, 9.1 FEET HS1075'SOUTHWEST OF THE SOUTHWEST END OF A WOODEN GATE, 2.4 FEET HS1075'SOUTHEAST OF A WOODEN FENCE, 1.9 FEET NORTHEAST OF A WITNESS HS1075'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A HS1075'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. HS1075 HS1075 STATION RECOVERY (1988) HS1075 HS1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1075'RECOVERED IN GOOD CONDITION. HS1075 HS1075 STATION RECOVERY (2004) HS1075 HS1075'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1075'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1075'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1075'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1073 *********************************************************************** HS1073 DESIGNATION - U 817 HS1073 PID - HS1073 HS1073 STATE/COUNTY- CA/MADERA HS1073 USGS QUAD - CHOWCHILLA (1976) HS1073 HS1073 *CURRENT SURVEY CONTROL HS1073 ___________________________________________________________________ HS1073* NAD 83(1986)- 37 06 58. (N) 120 16 07. (W) SCALED HS1073* NAVD 88 - 71.634 (meters) 235.02 (feet) ADJUSTED HS1073 ___________________________________________________________________ HS1073 GEOID HEIGHT- -32.43 (meters) GEOID03 HS1073 DYNAMIC HT - 71.578 (meters) 234.84 (feet) COMP HS1073 MODELED GRAV- 979,843.1 (mgal) NAVD 88 HS1073 HS1073 VERT ORDER - FIRST CLASS I HS1073 HS1073.The horizontal coordinates were scaled from a topographic map and have HS1073.an estimated accuracy of +/- 6 seconds. HS1073 HS1073.The orthometric height was determined by differential leveling HS1073.and adjusted by the National Geodetic Survey in June 1991. HS1073 HS1073.The geoid height was determined by GEOID03. HS1073 HS1073.The dynamic height is computed by dividing the NAVD 88 HS1073.geopotential number by the normal gravity value computed on the HS1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1073.degrees latitude (g = 980.6199 gals.). HS1073 HS1073.The modeled gravity was interpolated from observed gravity values. HS1073 HS1073; North East Units Estimated Accuracy HS1073;SPC CA 3 - 568,400. 2,020,570. MT (+/- 180 meters Scaled) HS1073 HS1073 SUPERSEDED SURVEY CONTROL HS1073 HS1073 NGVD 29 (??/??/92) 70.987 (m) 232.90 (f) ADJ UNCH 1 1 HS1073 HS1073.Superseded values are not recommended for survey control. HS1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1073.See file dsdata.txt to determine how the superseded data were derived. HS1073 HS1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG426112(NAD 83) HS1073_MARKER: DB = BENCH MARK DISK HS1073_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES HS1073_SP_SET: STEP BALUSTRADE HS1073_STAMPING: U 817 1948 HS1073_MARK LOGO: CGS HS1073_MAGNETIC: N = NO MAGNETIC MATERIAL HS1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1073+STABILITY: SURFACE MOTION HS1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1073+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1073 HS1073 HISTORY - Date Condition Report By HS1073 HISTORY - 1948 MONUMENTED CGS HS1073 HISTORY - 1972 GOOD NGS HS1073 HISTORY - 19881114 GOOD NGS HS1073 HISTORY - 20021220 GOOD INDIV HS1073 HISTORY - 20040519 GOOD CADT HS1073 HS1073 STATION DESCRIPTION HS1073 HS1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1073'AT CHOWCHILLA. HS1073'AT CHOWCHILLA, ABOUT 125 YARDS SOUTHWEST OF THE CENTER OF THE HS1073'JUNCTION OF STATE HIGHWAY 233 (ROBERTSON BOULEVARD) AND 11TH HS1073'STREET, AT WILSON GRAMMAR SCHOOL AUDITORIUM, IN THE TOP OF HS1073'THE CENTER OF THE NORTHEAST CONCRETE BALUSTRADE OF CONCRETE STEPS HS1073'TO THE NORTHWEST ENTRANCE TO THE AUDITORIUM, 3.9 FEET WEST OF THE HS1073'NORTH CORNER OF THE BUILDING, 68 FEET SOUTHEAST OF THE SOUTHEAST HS1073'CURB OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND HS1073'2 1/2 FEET ABOVE THE GROUND. HS1073 HS1073 STATION RECOVERY (1988) HS1073 HS1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1073'RECOVERED IN GOOD CONDITION. HS1073 HS1073 STATION RECOVERY (2002) HS1073 HS1073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BLB) HS1073'RECOVERED IN GOOD CONDITION. HS1073 HS1073 STATION RECOVERY (2004) HS1073 HS1073'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1073'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1073'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1073'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1080 *********************************************************************** GU1080 HT_MOD - This is a Height Modernization Survey Station. GU1080 DESIGNATION - W 85 RESET 1932 GU1080 PID - GU1080 GU1080 STATE/COUNTY- CA/MADERA GU1080 USGS QUAD - MADERA (1981) GU1080 GU1080 *CURRENT SURVEY CONTROL GU1080 ___________________________________________________________________ GU1080* NAD 83(1998)- 36 58 09.19140(N) 120 04 06.07501(W) ADJUSTED GU1080* NAVD 88 - 83.54 (meters) 274.1 (feet) GPS OBS GU1080 ___________________________________________________________________ GU1080 EPOCH DATE - 2004.50 GU1080 X - -2,556,313.955 (meters) COMP GU1080 Y - -4,415,492.016 (meters) COMP GU1080 Z - 3,814,695.213 (meters) COMP GU1080 LAPLACE CORR- 2.06 (seconds) DEFLEC99 GU1080 ELLIP HEIGHT- 50.99 (meters) (06/30/05) GPS OBS GU1080 GEOID HEIGHT- -32.51 (meters) GEOID03 GU1080 GU1080 HORZ ORDER - B GU1080 VERT ORDER - FIRST CLASS II (See Below) GU1080 ELLP ORDER - FOURTH CLASS I GU1080 GU1080.The horizontal coordinates were established by GPS observations GU1080.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1080.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1080.DATUM ITEM on the data sheet items page. GU1080.The horizontal coordinates are valid at the epoch date displayed above. GU1080.The epoch date for horizontal control is a decimal equivalence GU1080.of Year/Month/Day. GU1080 GU1080.The orthometric height was determined by GPS observations and a GU1080.high-resolution geoid model using precise GPS observation and GU1080.processing techniques. GU1080.The vertical order pertains to the NGVD 29 superseded value. GU1080 GU1080.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1080 GU1080.The Laplace correction was computed from DEFLEC99 derived deflections. GU1080 GU1080.The ellipsoidal height was determined by GPS observations GU1080.and is referenced to NAD 83. GU1080 GU1080.The geoid height was determined by GEOID03. GU1080 GU1080; North East Units Scale Factor Converg. GU1080;SPC CA 3 - 552,163.803 2,038,437.691 MT 1.00002156 +0 15 51.4 GU1080;SPC CA 3 - 1,811,557.41 6,687,774.32 sFT 1.00002156 +0 15 51.4 GU1080;UTM 10 - 4,095,475.209 760,983.208 MT 1.00043917 +1 45 50.6 GU1080;UTM 11 - 4,095,858.883 226,843.467 MT 1.00051929 -1 50 47.1 GU1080 GU1080! - Elev Factor x Scale Factor = Combined Factor GU1080!SPC CA 3 - 0.99999200 x 1.00002156 = 1.00001356 GU1080!UTM 10 - 0.99999200 x 1.00043917 = 1.00043116 GU1080!UTM 11 - 0.99999200 x 1.00051929 = 1.00051128 GU1080 GU1080 SUPERSEDED SURVEY CONTROL GU1080 GU1080 NGVD 29 (??/??/92) 82.984 (m) 272.26 (f) ADJ UNCH 1 2 GU1080 GU1080.Superseded values are not recommended for survey control. GU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1080.See file dsdata.txt to determine how the superseded data were derived. GU1080 GU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6098395475(NAD 83) GU1080_MARKER: DB = BENCH MARK DISK GU1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU1080_SP_SET: BRIDGE GU1080_STAMPING: 272.631 W 85 1930 RESET 1932 GU1080_MAGNETIC: N = NO MAGNETIC MATERIAL GU1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1080+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1080 GU1080 HISTORY - Date Condition Report By GU1080 HISTORY - 1932 MONUMENTED CGS GU1080 HISTORY - 1958 GOOD NGS GU1080 HISTORY - 20040901 GOOD CSRC GU1080 GU1080 STATION DESCRIPTION GU1080 GU1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GU1080'0.6 MI NW FROM MADERA. GU1080'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY GU1080'FROM THE STATION AT MADERA, IN THE TOP OF THE NORTH WING WALL GU1080'OF THE U.S. HIGHWAY 99 BRIDGE OVER THE FRESNO RIVER, 21 FEET GU1080'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHWEST GU1080'OF THE NORTHWEST END OF THE BRIDGE FLOOR AND ABOUT 1/2 FOOT GU1080'ABOVE THE ROAD. GU1080 GU1080 STATION RECOVERY (2004) GU1080 GU1080'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1080'STATION IS NORTH OF MADERA, NORTHEAST OF HWY 99, AND NORTHWEST OF HWY GU1080'145. TO REACH FROM THE INTERSECTION OF CLEVELAND DR. AND HWY 99 IN GU1080'MADERA, GO EAST ON CLEVELAND FOR 0.2 KM (0.1 MILES) TO GATEWAY DR. ON GU1080'THE RIGHT (AT THE MOBIL GAS STATION). TURN RIGHT AND GO SOUTH 1.0 KM GU1080'(0.6 MILES) TO A BRIDGE OVER THE FRESNO RIVER AND THE STATION ON THE GU1080'LEFT. STATION IS A 0.3 M X 0.3 M (1 FT X 1 FT) TRAPEZOIDAL CONCRETE GU1080'MONUMENT AT THE NORTHEAST END OF THE BRIDGE, LOCATED 1.7 M (5.7 FT) GU1080'EAST OF A STEEL GUARD RAIL, 6.6 M (21.5 FT) EAST OF THE CENTERLINE OF GU1080'THE ROAD AND 24.8 M (81.3 FT) NORTHWEST OF POWER POLE NO. 5109. THIS GU1080'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU1080'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1071 *********************************************************************** HS1071 DESIGNATION - X 1234 HS1071 PID - HS1071 HS1071 STATE/COUNTY- CA/MADERA HS1071 USGS QUAD - PLAINSBURG (1976) HS1071 HS1071 *CURRENT SURVEY CONTROL HS1071 ___________________________________________________________________ HS1071* NAD 83(1986)- 37 07 36. (N) 120 15 11. (W) SCALED HS1071* NAVD 88 - 81.663 (meters) 267.92 (feet) ADJUSTED HS1071 ___________________________________________________________________ HS1071 GEOID HEIGHT- -32.40 (meters) GEOID03 HS1071 DYNAMIC HT - 81.599 (meters) 267.71 (feet) COMP HS1071 MODELED GRAV- 979,838.9 (mgal) NAVD 88 HS1071 HS1071 VERT ORDER - FIRST CLASS I HS1071 HS1071.The horizontal coordinates were scaled from a topographic map and have HS1071.an estimated accuracy of +/- 6 seconds. HS1071 HS1071.The orthometric height was determined by differential leveling HS1071.and adjusted by the National Geodetic Survey in June 1991. HS1071 HS1071.The geoid height was determined by GEOID03. HS1071 HS1071.The dynamic height is computed by dividing the NAVD 88 HS1071.geopotential number by the normal gravity value computed on the HS1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1071.degrees latitude (g = 980.6199 gals.). HS1071 HS1071.The modeled gravity was interpolated from observed gravity values. HS1071 HS1071; North East Units Estimated Accuracy HS1071;SPC CA 3 - 569,580. 2,021,940. MT (+/- 180 meters Scaled) HS1071 HS1071 SUPERSEDED SURVEY CONTROL HS1071 HS1071 NGVD 29 (??/??/92) 81.02 (m) 265.8 (f) COMPUTED 1 1 HS1071 HS1071.Superseded values are not recommended for survey control. HS1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1071.See file dsdata.txt to determine how the superseded data were derived. HS1071 HS1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG440124(NAD 83) HS1071_MARKER: DB = BENCH MARK DISK HS1071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE HS1071_SP_SET: BRIDGE ABUTMENT HS1071_STAMPING: X 1234 1972 HS1071_MARK LOGO: CGS HS1071_MAGNETIC: N = NO MAGNETIC MATERIAL HS1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1071+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1071 HS1071 HISTORY - Date Condition Report By HS1071 HISTORY - 1972 MONUMENTED NGS HS1071 HISTORY - 1988 GOOD NGS HS1071 HISTORY - 19881117 GOOD NGS HS1071 HISTORY - 20040519 GOOD CADT HS1071 HS1071 STATION DESCRIPTION HS1071 HS1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1071'AT CHOWCHILLA. HS1071'AT CHOWCHILLA, AT AVENUE 26 OVERPASS 41-55 OVER STATE HIGHWAY HS1071'99, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE NORTH HS1071'CONCRETE WALKWAY OF THE OVERPASS, 18 1/2 FEET NORTH OF THE HS1071'CENTER LINE OF THE AVENUE, 1.0 FOOT SOUTH OF THE SOUTH FACE OF HS1071'THE NORTH CONCRETE GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HS1071'AVENUE. HS1071 HS1071 STATION RECOVERY (1988) HS1071 HS1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1071'RECOVERED IN GOOD CONDITION. HS1071 HS1071 STATION RECOVERY (1988) HS1071 HS1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1071'RECOVERED IN GOOD CONDITION. HS1071 HS1071 STATION RECOVERY (2004) HS1071 HS1071'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1071'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1071'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1071'PROJECT.