1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0937 *********************************************************************** GU0937 HT_MOD - This is a Height Modernization Survey Station. GU0937 DESIGNATION - 117.47 L GU0937 PID - GU0937 GU0937 STATE/COUNTY- CA/FRESNO GU0937 USGS QUAD - LEVIS (1984) GU0937 GU0937 *CURRENT SURVEY CONTROL GU0937 ___________________________________________________________________ GU0937* NAD 83(1998)- 36 36 13.66321(N) 120 29 20.77020(W) ADJUSTED GU0937* NAVD 88 - 103.97 (meters) 341.1 (feet) GPS OBS GU0937 ___________________________________________________________________ GU0937 EPOCH DATE - 2004.50 GU0937 X - -2,600,998.886 (meters) COMP GU0937 Y - -4,417,540.910 (meters) COMP GU0937 Z - 3,782,229.230 (meters) COMP GU0937 LAPLACE CORR- -2.03 (seconds) DEFLEC99 GU0937 ELLIP HEIGHT- 70.43 (meters) (06/30/05) GPS OBS GU0937 GEOID HEIGHT- -33.49 (meters) GEOID03 GU0937 DYNAMIC HT - 103.88 (meters) 340.8 (feet) COMP GU0937 MODELED GRAV- 979,777.4 (mgal) NAVD 88 GU0937 GU0937 HORZ ORDER - B GU0937 VERT ORDER - FIRST CLASS I (See Below) GU0937 ELLP ORDER - FOURTH CLASS I GU0937 GU0937.The horizontal coordinates were established by GPS observations GU0937.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0937.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0937.DATUM ITEM on the data sheet items page. GU0937.The horizontal coordinates are valid at the epoch date displayed above. GU0937.The epoch date for horizontal control is a decimal equivalence GU0937.of Year/Month/Day. GU0937 GU0937.The orthometric height was determined by GPS observations and a GU0937.high-resolution geoid model using precise GPS observation and GU0937.processing techniques. It supersedes the leveled height previously GU0937.determined for this station. GU0937.WARNING-GPS observations at this control monument resulted in a GPS GU0937.derived orthometric height which differed from the leveled height by GU0937.more than one decimeter (0.1 meter). GU0937.The vertical order pertains to the first NAVD 88 superseded value. GU0937 GU0937.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0937 GU0937.The Laplace correction was computed from DEFLEC99 derived deflections. GU0937 GU0937.The ellipsoidal height was determined by GPS observations GU0937.and is referenced to NAD 83. GU0937 GU0937.The geoid height was determined by GEOID03. GU0937 GU0937.The dynamic height is computed by dividing the NAVD 88 GU0937.geopotential number by the normal gravity value computed on the GU0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU0937.degrees latitude (g = 980.6199 gals.). GU0937 GU0937.The modeled gravity was interpolated from observed gravity values. GU0937 GU0937; North East Units Scale Factor Converg. GU0937;SPC CA 4 - 642,004.992 1,866,781.138 MT 0.99994084 -0 53 18.2 GU0937;SPC CA 4 - 2,106,311.38 6,124,597.78 sFT 0.99994084 -0 53 18.2 GU0937;UTM 10 - 4,053,856.955 724,584.522 MT 1.00022145 +1 29 52.1 GU0937 GU0937! - Elev Factor x Scale Factor = Combined Factor GU0937!SPC CA 4 - 0.99998895 x 0.99994084 = 0.99992979 GU0937!UTM 10 - 0.99998895 x 1.00022145 = 1.00021039 GU0937 GU0937 SUPERSEDED SURVEY CONTROL GU0937 GU0937 NAVD 88 (06/15/91) 104.079 (m) 341.47 (f) ADJUSTED 1 1 GU0937 NGVD 29 (??/??/92) 103.254 (m) 338.76 (f) ADJ UNCH 1 1 GU0937 GU0937.Superseded values are not recommended for survey control. GU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0937.See file dsdata.txt to determine how the superseded data were derived. GU0937 GU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2458553857(NAD 83) GU0937_MARKER: DB = BENCH MARK DISK GU0937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES GU0937_SP_SET: ABUTMENT GU0937_STAMPING: 117.47 L GU0937_MARK LOGO: BOR GU0937_MAGNETIC: N = NO MAGNETIC MATERIAL GU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0937+STABILITY: SURFACE MOTION GU0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0937+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU0937 GU0937 HISTORY - Date Condition Report By GU0937 HISTORY - UNK MONUMENTED BOR GU0937 HISTORY - 1967 GOOD NGS GU0937 HISTORY - 1975 GOOD NGS GU0937 HISTORY - 19881201 GOOD NGS GU0937 HISTORY - 20040901 GOOD CSRC GU0937 GU0937 STATION DESCRIPTION GU0937 GU0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GU0937'30.8 MI SE FROM DOS AMIGOS PUMP PLANT. GU0937'30.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE GU0937'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP GU0937'AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB GU0937'OF MANNING AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET NORTH OF GU0937'THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN GU0937'THE AVENUE. GU0937 GU0937 STATION RECOVERY (1975) GU0937 GU0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0937'RECOVERED IN GOOD CONDITION. GU0937 GU0937 STATION RECOVERY (1988) GU0937 GU0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0937'RECOVERED IN GOOD CONDITION. GU0937 GU0937 STATION RECOVERY (2004) GU0937 GU0937'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU0937'STATION IS APPROXIMATELY 58 KM (36 MILES) SOUTHEAST OF LOS BANOS. TO GU0937'REACH FROM THE INTERSECTION OF I-5 AND HWY 33 NORTH, GO NORTH ON I-5 GU0937'APPROXIMATELY 25.3 KM (15.7 MILES) TO THE MANNING AVE. EXIT. GO EAST GU0937'ON MANNING AVE 8.7 KM (5.4 MILES) TO THE BRIDGE OVERPASS FOR THE GU0937'CALIFORNIA AQUEDUCT AND THE STATION ON THE LEFT. THE AQUEDUCT IS GU0937'45.7 M (150 FT) WEST OF THE INTERSECTION OF MANNING AVE. AND ORMSBY GU0937'RD. STATION IS LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE, 4.5 M GU0937'(15 FT) NORTH OF THE CENTERLINE OF MANNING AVE. AND 35 M (115 FT) GU0937'WEST OF THE CENTERLINE OF ORMSBY RD, IN THE TOP OF AND 1.0 FOOT WEST GU0937'OF THE EAST END OF THE NORTH CONCRETE CURB OF MANNING AVENUE BRIDGE GU0937'OVER THE AQUEDUCT. THIS STATION WAS OBSERVED AS PART OF THE SAN GU0937'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0884 *********************************************************************** GU0884 HT_MOD - This is a Height Modernization Survey Station. GU0884 DESIGNATION - 125.31 L GU0884 PID - GU0884 GU0884 STATE/COUNTY- CA/FRESNO GU0884 USGS QUAD - LEVIS (1984) GU0884 GU0884 *CURRENT SURVEY CONTROL GU0884 ___________________________________________________________________ GU0884* NAD 83(1998)- 36 32 12.26731(N) 120 23 20.60893(W) ADJUSTED GU0884* NAVD 88 - 102.54 (meters) 336.4 (feet) GPS OBS GU0884 ___________________________________________________________________ GU0884 EPOCH DATE - 2004.50 GU0884 X - -2,595,523.572 (meters) COMP GU0884 Y - -4,425,899.156 (meters) COMP GU0884 Z - 3,776,252.239 (meters) COMP GU0884 LAPLACE CORR- -1.34 (seconds) DEFLEC99 GU0884 ELLIP HEIGHT- 68.99 (meters) (06/30/05) GPS OBS GU0884 GEOID HEIGHT- -33.52 (meters) GEOID03 GU0884 DYNAMIC HT - 102.45 (meters) 336.1 (feet) COMP GU0884 MODELED GRAV- 979,776.7 (mgal) NAVD 88 GU0884 GU0884 HORZ ORDER - B GU0884 VERT ORDER - FIRST CLASS I (See Below) GU0884 ELLP ORDER - FOURTH CLASS I GU0884 GU0884.The horizontal coordinates were established by GPS observations GU0884.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0884.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0884.DATUM ITEM on the data sheet items page. GU0884.The horizontal coordinates are valid at the epoch date displayed above. GU0884.The epoch date for horizontal control is a decimal equivalence GU0884.of Year/Month/Day. GU0884 GU0884.The orthometric height was determined by GPS observations and a GU0884.high-resolution geoid model using precise GPS observation and GU0884.processing techniques. It supersedes the leveled height previously GU0884.determined for this station. GU0884.WARNING-GPS observations at this control monument resulted in a GPS GU0884.derived orthometric height which differed from the leveled height by GU0884.more than one decimeter (0.1 meter). GU0884.The vertical order pertains to the first NAVD 88 superseded value. GU0884 GU0884.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0884 GU0884.The Laplace correction was computed from DEFLEC99 derived deflections. GU0884 GU0884.The ellipsoidal height was determined by GPS observations GU0884.and is referenced to NAD 83. GU0884 GU0884.The geoid height was determined by GEOID03. GU0884 GU0884.The dynamic height is computed by dividing the NAVD 88 GU0884.geopotential number by the normal gravity value computed on the GU0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU0884.degrees latitude (g = 980.6199 gals.). GU0884 GU0884.The modeled gravity was interpolated from observed gravity values. GU0884 GU0884; North East Units Scale Factor Converg. GU0884;SPC CA 4 - 634,431.091 1,875,623.137 MT 0.99994197 -0 49 43.3 GU0884;SPC CA 4 - 2,081,462.67 6,153,606.91 sFT 0.99994197 -0 49 43.3 GU0884;UTM 10 - 4,046,655.366 733,736.842 MT 1.00027315 +1 33 18.4 GU0884 GU0884! - Elev Factor x Scale Factor = Combined Factor GU0884!SPC CA 4 - 0.99998917 x 0.99994197 = 0.99993114 GU0884!UTM 10 - 0.99998917 x 1.00027315 = 1.00026232 GU0884 GU0884 SUPERSEDED SURVEY CONTROL GU0884 GU0884 NAVD 88 (06/15/91) 102.808 (m) 337.30 (f) ADJUSTED 1 1 GU0884 NGVD 29 (??/??/92) 101.974 (m) 334.56 (f) ADJ UNCH 1 1 GU0884 GU0884.Superseded values are not recommended for survey control. GU0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0884.See file dsdata.txt to determine how the superseded data were derived. GU0884 GU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3373746655(NAD 83) GU0884_MARKER: DB = BENCH MARK DISK GU0884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES GU0884_SP_SET: ABUTMENT GU0884_STAMPING: 125.31 L GU0884_MARK LOGO: BOR GU0884_MAGNETIC: N = NO MAGNETIC MATERIAL GU0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0884+STABILITY: SURFACE MOTION GU0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0884+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU0884 GU0884 HISTORY - Date Condition Report By GU0884 HISTORY - UNK MONUMENTED BOR GU0884 HISTORY - 1967 GOOD NGS GU0884 HISTORY - 1975 GOOD NGS GU0884 HISTORY - 19881207 GOOD NGS GU0884 HISTORY - 20040901 GOOD CSRC GU0884 GU0884 STATION DESCRIPTION GU0884 GU0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GU0884'38.6 MI SE FROM DOS AMIGOS PUMP PLANT. GU0884'38.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS GU0884'AMIGOS PUMP PLANT, IN THE TOP OF THE WEST CONCRETE CURB OF STATE GU0884'HIGHWAY 33 BRIDGE OVER THE AQUEDUCT, 15 FEET WEST OF THE CENTER GU0884'LINE OF THE HIGHWAY, 12.0 FEET SOUTH OF THE NORTH END OF THE GU0884'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. GU0884 GU0884 STATION RECOVERY (1975) GU0884 GU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0884'RECOVERED IN GOOD CONDITION. GU0884 GU0884 STATION RECOVERY (1988) GU0884 GU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0884'RECOVERED IN GOOD CONDITION. GU0884 GU0884 STATION RECOVERY (2004) GU0884 GU0884'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU0884'THE STATION IS ABOUT 14.5 MI SOUTH OF MENDOTA. TO REACH FROM THE GU0884'JUNCTION OF I-5 AND HWY 33 NORTH, GO NORTH ON HWY 33 APPROXIMATELY GU0884'11.4 KM (7.1 MILES) TO BRIDGE NO. 42-272 CROSSING THE CALIFORNIA GU0884'AQUEDUCT AND THE STATION ON THE LEFT. TO REACH FROM THE JUNCTION OF GU0884'I-5 AND KAMM AVE. GO EAST ON KAMM AVE. 9.0 KM (5.6 MILES) TO A T GU0884'INTERSECTION WITH HWY 33. TURN LEFT AND GO NORTH ON HWY 33 FOR 0.30 GU0884'KM (0.2 MILE) TO BRIDGE NO. 42-272 CROSSING THE CALIFORNIA AQUEDUCT GU0884'AND THE STATION ON THE LEFT. THIS STATION WAS OBSERVED AS PART OF THE GU0884'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1914 *********************************************************************** GU1914 HT_MOD - This is a Height Modernization Survey Station. GU1914 DESIGNATION - 143.12 L GU1914 PID - GU1914 GU1914 STATE/COUNTY- CA/FRESNO GU1914 USGS QUAD - HARRIS RANCH (1971) GU1914 GU1914 *CURRENT SURVEY CONTROL GU1914 ___________________________________________________________________ GU1914* NAD 83(1998)- 36 19 34.31298(N) 120 13 51.35814(W) ADJUSTED GU1914* NAVD 88 - 101.71 (meters) 333.7 (feet) GPS OBS GU1914 ___________________________________________________________________ GU1914 EPOCH DATE - 2004.50 GU1914 X - -2,590,284.401 (meters) COMP GU1914 Y - -4,445,032.522 (meters) COMP GU1914 Z - 3,757,454.084 (meters) COMP GU1914 LAPLACE CORR- -2.61 (seconds) DEFLEC99 GU1914 ELLIP HEIGHT- 67.99 (meters) (06/30/05) GPS OBS GU1914 GEOID HEIGHT- -33.68 (meters) GEOID03 GU1914 DYNAMIC HT - 101.62 (meters) 333.4 (feet) COMP GU1914 MODELED GRAV- 979,759.3 (mgal) NAVD 88 GU1914 GU1914 HORZ ORDER - B GU1914 VERT ORDER - FIRST CLASS I (See Below) GU1914 ELLP ORDER - FOURTH CLASS I GU1914 GU1914.The horizontal coordinates were established by GPS observations GU1914.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1914.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1914.DATUM ITEM on the data sheet items page. GU1914.The horizontal coordinates are valid at the epoch date displayed above. GU1914.The epoch date for horizontal control is a decimal equivalence GU1914.of Year/Month/Day. GU1914 GU1914.The orthometric height was determined by GPS observations and a GU1914.high-resolution geoid model using precise GPS observation and GU1914.processing techniques. It supersedes the leveled height previously GU1914.determined for this station. GU1914.WARNING-GPS observations at this control monument resulted in a GPS GU1914.derived orthometric height which differed from the leveled height by GU1914.more than one decimeter (0.1 meter). GU1914.The vertical order pertains to the first NAVD 88 superseded value. GU1914 GU1914.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1914 GU1914.The Laplace correction was computed from DEFLEC99 derived deflections. GU1914 GU1914.The ellipsoidal height was determined by GPS observations GU1914.and is referenced to NAD 83. GU1914 GU1914.The geoid height was determined by GEOID03. GU1914 GU1914.The dynamic height is computed by dividing the NAVD 88 GU1914.geopotential number by the normal gravity value computed on the GU1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1914.degrees latitude (g = 980.6199 gals.). GU1914 GU1914.The modeled gravity was interpolated from observed gravity values. GU1914 GU1914; North East Units Scale Factor Converg. GU1914;SPC CA 4 - 610,877.806 1,889,481.490 MT 0.99995436 -0 44 03.7 GU1914;SPC CA 4 - 2,004,188.27 6,199,073.86 sFT 0.99995436 -0 44 03.7 GU1914;UTM 10 - 4,023,689.338 748,566.715 MT 1.00036132 +1 38 28.3 GU1914 GU1914! - Elev Factor x Scale Factor = Combined Factor GU1914!SPC CA 4 - 0.99998933 x 0.99995436 = 0.99994369 GU1914!UTM 10 - 0.99998933 x 1.00036132 = 1.00035065 GU1914 GU1914 SUPERSEDED SURVEY CONTROL GU1914 GU1914 NAD 83(1998)- 36 19 34.31106(N) 120 13 51.35822(W) AD(2002.00) 1 GU1914 ELLIP H (10/18/04) 68.00 (m) GP(2002.00) 4 1 GU1914 NAD 83(1992)- 36 19 34.30598(N) 120 13 51.35398(W) AD(1991.35) 1 GU1914 ELLIP H (01/22/97) 68.12 (m) GP(1991.35) 4 2 GU1914 NAVD 88 (06/15/91) 102.219 (m) 335.36 (f) ADJUSTED 1 1 GU1914 NGVD 29 (??/??/92) 101.287 (m) 332.31 (f) ADJ UNCH 1 1 GU1914 GU1914.Superseded values are not recommended for survey control. GU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1914.See file dsdata.txt to determine how the superseded data were derived. GU1914 GU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4856723689(NAD 83) GU1914_MARKER: DB = BENCH MARK DISK GU1914_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES GU1914_SP_SET: TOP OF BRIDGE WINGWALL GU1914_STAMPING: L 143.12 GU1914_MARK LOGO: BOR GU1914_MAGNETIC: N = NO MAGNETIC MATERIAL GU1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1914+STABILITY: SURFACE MOTION GU1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1914+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1914 GU1914 HISTORY - Date Condition Report By GU1914 HISTORY - UNK MONUMENTED BOR GU1914 HISTORY - 1967 GOOD NGS GU1914 HISTORY - 1972 GOOD NGS GU1914 HISTORY - 1983 GOOD NGS GU1914 HISTORY - 1984 GOOD USGS GU1914 HISTORY - 1985 GOOD NGS GU1914 HISTORY - 1987 GOOD NGS GU1914 HISTORY - 19890214 GOOD NGS GU1914 HISTORY - 19910828 GOOD NGS GU1914 HISTORY - 19960327 GOOD CADT GU1914 HISTORY - 20001227 GOOD CADT GU1914 HISTORY - 20040309 GOOD MSAM GU1914 HISTORY - 20040901 GOOD CSRC GU1914 GU1914 STATION DESCRIPTION GU1914 GU1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GU1914'56.4 MI SE FROM DOS AMIGOS PUMP PLANT. GU1914'56.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS GU1914'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST END OF THE NORTH GU1914'CONCRETE WING WALL OF FRESNO-COALINGA ROAD BRIDGE OVER AQUEDUCT, GU1914'14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT GU1914'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND ABOUT 1/2 GU1914'FOOT HIGHER THAN THE ROAD. NOTE-- THIS MARK MAY ALSO BE REACHED GU1914'FROM THE FIVE POINT INTERSECTION AT FIVE POINTS BY GOING 9.95 GU1914'MILES SOUTHWEST ALONG THE FRESNO-COALINGA ROAD. GU1914 GU1914 STATION RECOVERY (1972) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1983) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1984) GU1914 GU1914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1985) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1987) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1989) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (1991) GU1914 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GU1914'18.3 KM (11.35 MI) NORTHERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL GU1914'IN COALINGA, THENCE 8.1 KM (5.05 MI) NORTHEASTERLY ALONG STATE GU1914'HIGHWAY 145, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST GU1914'END OF THE NORTH CONCRETE CURB OF THE HIGHWAY BRIDGE SPANNING THE GU1914'CALIFORNIA AQUEDUCT, 4.3 M (14.1 FT) NORTHWEST OF THE CENTER OF THE GU1914'ROAD, 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB, AND GU1914'ABOUT 0.15 M (0.49 FT) ABOVE THE LEVEL OF THE ROAD. GU1914 GU1914 STATION RECOVERY (1996) GU1914 GU1914'RECOVERY NOTE BY CALTRANS 1996 (RGD) GU1914'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GU1914'STATION IS LOCATED ON THE STATE HIGHWAY 145 (FRESNO-COALINGA ROAD) GU1914'BRIDGE OVER THE CALIFORNIA AQUEDUCT, ABOUT 25 MI (40.2 KM) WEST OF GU1914'LEMOORE AND 15 MI (24.1 KM) NORTHEAST OF COALINGA. TO REACH THE GU1914'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5, STATE HIGHWAYS 33 GU1914'AND 145, ABOUT 12 MI (19.3 KM) NORTHEAST OF COALINGA, GO NORTHEAST ON GU1914'HIGHWAY 145 (FRESNO-COALINGA ROAD) FOR 3.1 MI (5.0 KM) TO THE GU1914'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CALIFORNIA AQUEDUCT AND GU1914'THE STATION ON THE LEFT AT POST MILE 3.05. THE STATION IS SET FLUSH GU1914'IN THE TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE, ABOUT 135 FT (41.1 GU1914'M) NORTHEAST OF THE CENTER OF THE AQUEDUCT, 15.0 FT (4.6 M) NORTHWEST GU1914'OF THE CENTERLINE OF HIGHWAY 145, 12.4 FT (3.8 M) NORTHEAST OF THE GU1914'SOUTHWEST EDGE OF THE ABUTMENT, 1.4 FT (0.4 M) SOUTHEAST OF THE GU1914'NORTHWEST EDGE OF THE WINGWALL, 1.1 FT (0.3 M) SOUTHWEST OF THE GU1914'NORTHEAST END OF THE WINGWALL AND 0.7 FT (0.2 M) HIGHER THAN THE GU1914'ROADWAY. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN GU1914'DENSIFICATION STUDY. GU1914 GU1914 STATION RECOVERY (2000) GU1914 GU1914'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GU1914'RECOVERED IN GOOD CONDITION. GU1914 GU1914 STATION RECOVERY (2004) GU1914 GU1914'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK) GU1914'RECOVERY NOTE MSAM 2004 (DJK) GU1914' GU1914'RECOVERED AS DESCRIBED GU1914 GU1914 STATION RECOVERY (2004) GU1914 GU1914'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1914'RECOVERED IN GOOD CONDITION. THIS STATION WAS OBSERVED AS PART OF THE GU1914'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1587 *********************************************************************** GU1587 DESIGNATION - 152.76R GU1587 PID - GU1587 GU1587 STATE/COUNTY- CA/FRESNO GU1587 USGS QUAD - CALFLAX (1971) GU1587 GU1587 *CURRENT SURVEY CONTROL GU1587 ___________________________________________________________________ GU1587* NAD 83(1992)- 36 15 19.12060(N) 120 05 25.61131(W) ADJUSTED GU1587* NAVD 88 - 102.916 (meters) 337.65 (feet) ADJUSTED GU1587 ___________________________________________________________________ GU1587 EPOCH DATE - 1991.35 GU1587 LAPLACE CORR- 0.87 (seconds) DEFLEC99 GU1587 GEOID HEIGHT- -33.84 (meters) GEOID03 GU1587 DYNAMIC HT - 102.826 (meters) 337.36 (feet) COMP GU1587 MODELED GRAV- 979,758.0 (mgal) NAVD 88 GU1587 GU1587 HORZ ORDER - THIRD GU1587 VERT ORDER - FIRST CLASS I GU1587 GU1587.The horizontal coordinates were established by classical geodetic methods GU1587.and adjusted by the National Geodetic Survey in March 1994. GU1587.No horizontal observational check was made to the station. GU1587.The horizontal coordinates are valid at the epoch date displayed above. GU1587.The epoch date for horizontal control is a decimal equivalence GU1587.of Year/Month/Day. GU1587 GU1587.The orthometric height was determined by differential leveling GU1587.and adjusted by the National Geodetic Survey in June 1991. GU1587 GU1587.The Laplace correction was computed from DEFLEC99 derived deflections. GU1587 GU1587.The geoid height was determined by GEOID03. GU1587 GU1587.The dynamic height is computed by dividing the NAVD 88 GU1587.geopotential number by the normal gravity value computed on the GU1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1587.degrees latitude (g = 980.6199 gals.). GU1587 GU1587.The modeled gravity was interpolated from observed gravity values. GU1587 GU1587; North East Units Scale Factor Converg. GU1587;SPC CA 4 - 602,860.296 1,902,004.984 MT 0.99996155 -0 39 02.0 GU1587;SPC CA 4 - 1,977,884.15 6,240,161.35 sFT 0.99996155 -0 39 02.0 GU1587;UTM 10 - 4,016,194.112 761,417.246 MT 1.00044210 +1 43 17.9 GU1587 GU1587! - Elev Factor x Scale Factor = Combined Factor GU1587!SPC CA 4 - 0.99998916 x 0.99996155 = 0.99995071 GU1587!UTM 10 - 0.99998916 x 1.00044210 = 1.00043125 GU1587 GU1587 SUPERSEDED SURVEY CONTROL GU1587 GU1587 NAD 83(1986)- 36 15 19.11941(N) 120 05 25.61085(W) AD(1984.00) 3 GU1587 NAD 27 - 36 15 19.28399(N) 120 05 22.11258(W) AD( ) 3 GU1587 NGVD 29 (??/??/92) 102.040 (m) 334.78 (f) ADJ UNCH 1 1 GU1587 GU1587.Superseded values are not recommended for survey control. GU1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1587.See file dsdata.txt to determine how the superseded data were derived. GU1587 GU1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6141716194(NAD 83) GU1587_MARKER: DD = SURVEY DISK GU1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1587_SP_SET: GUARDRAIL GU1587_STAMPING: BUREAU OF RECLAMATION B.M. 152.76R GU1587_MARK LOGO: BOR GU1587_MAGNETIC: O = OTHER; SEE DESCRIPTION GU1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1587+STABILITY: SURFACE MOTION GU1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1587+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GU1587 GU1587 HISTORY - Date Condition Report By GU1587 HISTORY - 1973 MONUMENTED BOR GU1587 HISTORY - 1967 GOOD NGS GU1587 HISTORY - 1972 GOOD NGS GU1587 HISTORY - 19890117 GOOD NGS GU1587 HISTORY - 20040701 GOOD CADT GU1587 GU1587 STATION DESCRIPTION GU1587 GU1587'DESCRIBED BY US BUREAU OF RECLAMATION 1973 (HF) GU1587'BM 152.76R, STAMPED 152.76R IS A 3 INCH USBR BRASS DISK SET IN THE GU1587'SOUTHWEST END OF A BRIDGE RAIL. IT IS 21 FEET SOUTH OF AND 3 FEET GU1587'HIGHER THAN THE CENTER OF STATE HIGHWAY 198 AND 4 FEET HIGHER THAN GU1587'THE STATION. GU1587 GU1587 STATION RECOVERY (1967) GU1587 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 GU1587'66 MI SE FROM DOS AMIGOS PUMP PLANT. GU1587'66.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE GU1587'DOS AMIGOS PUMP PLANT, IN THE TOP AND 0.7 FOOT EAST OF THE WEST GU1587'END OF THE SOUTH CONCRETE GUARDRAIL OF DORRIS AVENUE (STATE GU1587'HIGHWAY 198) BRIDGE OVER THE AQUEDUCT, 20 1/2 FEET SOUTH OF THE GU1587'CENTER LINE OF THE AVENUE, AND ABOUT 3 1/2 FEET HIGHER THAN THE GU1587'HIGHWAY. GU1587 GU1587 STATION RECOVERY (1972) GU1587 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1587'RECOVERED IN GOOD CONDITION. GU1587 GU1587 STATION RECOVERY (1989) GU1587 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1587'RECOVERED IN GOOD CONDITION. GU1587 GU1587 STATION RECOVERY (2004) GU1587 GU1587'RECOVERY NOTE BY CALTRANS 2004 (AO) GU1587'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU1587'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1587'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1586 *********************************************************************** GU1586 HT_MOD - This is a Height Modernization Survey Station. GU1586 DESIGNATION - 153.30 R GU1586 PID - GU1586 GU1586 STATE/COUNTY- CA/FRESNO GU1586 USGS QUAD - HURON (1971) GU1586 GU1586 *CURRENT SURVEY CONTROL GU1586 ___________________________________________________________________ GU1586* NAD 83(1998)- 36 14 57.88880(N) 120 05 01.66948(W) ADJUSTED GU1586* NAVD 88 - 101.57 (meters) 333.2 (feet) GPS OBS GU1586 ___________________________________________________________________ GU1586 EPOCH DATE - 2004.50 GU1586 X - -2,581,388.647 (meters) COMP GU1586 Y - -4,456,032.954 (meters) COMP GU1586 Z - 3,750,585.970 (meters) COMP GU1586 LAPLACE CORR- 0.99 (seconds) DEFLEC99 GU1586 ELLIP HEIGHT- 67.68 (meters) (06/30/05) GPS OBS GU1586 GEOID HEIGHT- -33.85 (meters) GEOID03 GU1586 DYNAMIC HT - 101.48 (meters) 332.9 (feet) COMP GU1586 MODELED GRAV- 979,757.4 (mgal) NAVD 88 GU1586 GU1586 HORZ ORDER - B GU1586 VERT ORDER - FIRST CLASS I (See Below) GU1586 ELLP ORDER - FOURTH CLASS I GU1586 GU1586.The horizontal coordinates were established by GPS observations GU1586.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1586.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1586.DATUM ITEM on the data sheet items page. GU1586.The horizontal coordinates are valid at the epoch date displayed above. GU1586.The epoch date for horizontal control is a decimal equivalence GU1586.of Year/Month/Day. GU1586 GU1586.The orthometric height was determined by GPS observations and a GU1586.high-resolution geoid model using precise GPS observation and GU1586.processing techniques. It supersedes the leveled height previously GU1586.determined for this station. GU1586.WARNING-GPS observations at this control monument resulted in a GPS GU1586.derived orthometric height which differed from the leveled height by GU1586.more than one decimeter (0.1 meter). GU1586.The vertical order pertains to the first NAVD 88 superseded value. GU1586 GU1586.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1586 GU1586.The Laplace correction was computed from DEFLEC99 derived deflections. GU1586 GU1586.The ellipsoidal height was determined by GPS observations GU1586.and is referenced to NAD 83. GU1586 GU1586.The geoid height was determined by GEOID03. GU1586 GU1586.The dynamic height is computed by dividing the NAVD 88 GU1586.geopotential number by the normal gravity value computed on the GU1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1586.degrees latitude (g = 980.6199 gals.). GU1586 GU1586.The modeled gravity was interpolated from observed gravity values. GU1586 GU1586; North East Units Scale Factor Converg. GU1586;SPC CA 4 - 602,199.164 1,902,595.233 MT 0.99996222 -0 38 47.7 GU1586;SPC CA 4 - 1,975,715.09 6,242,097.86 sFT 0.99996222 -0 38 47.7 GU1586;UTM 10 - 4,015,557.670 762,034.650 MT 1.00044609 +1 43 31.2 GU1586 GU1586! - Elev Factor x Scale Factor = Combined Factor GU1586!SPC CA 4 - 0.99998938 x 0.99996222 = 0.99995160 GU1586!UTM 10 - 0.99998938 x 1.00044609 = 1.00043546 GU1586 GU1586 SUPERSEDED SURVEY CONTROL GU1586 GU1586 NAVD 88 (06/15/91) 101.931 (m) 334.42 (f) ADJUSTED 1 1 GU1586 NGVD 29 (??/??/92) 101.047 (m) 331.52 (f) ADJ UNCH 1 1 GU1586 GU1586.Superseded values are not recommended for survey control. GU1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1586.See file dsdata.txt to determine how the superseded data were derived. GU1586 GU1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6203515558(NAD 83) GU1586_MARKER: DB = BENCH MARK DISK GU1586_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES GU1586_SP_SET: WINGWALL GU1586_STAMPING: 153.30 R GU1586_MARK LOGO: BOR GU1586_MAGNETIC: N = NO MAGNETIC MATERIAL GU1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1586+STABILITY: SURFACE MOTION GU1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1586+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1586 GU1586 HISTORY - Date Condition Report By GU1586 HISTORY - UNK MONUMENTED BOR GU1586 HISTORY - 1967 GOOD NGS GU1586 HISTORY - 1971 GOOD NGS GU1586 HISTORY - 19890203 GOOD NGS GU1586 HISTORY - 20040901 GOOD CSRC GU1586 GU1586 STATION DESCRIPTION GU1586 GU1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GU1586'66.6 MI SE FROM DOS AMIGOS PUMP PLANT. GU1586'66.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE GU1586'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.4 FEET NORTHEAST OF THE GU1586'SOUTHWEST END OF THE SOUTH CONCRETE WING WALL OF A CONCRETE BRIDGE GU1586'OVER THE AQUEDUCT, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE GU1586'BRIDGE, 11 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST GU1586'LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD. GU1586 GU1586 STATION RECOVERY (1971) GU1586 GU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 GU1586'RECOVERED IN GOOD CONDITION. GU1586 GU1586 STATION RECOVERY (1989) GU1586 GU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1586'RECOVERED IN GOOD CONDITION. GU1586 GU1586 STATION RECOVERY (2004) GU1586 GU1586'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1586'MONUMENT IS LOCATED APPROXIMATELY 27.4 KM (17 MILES) NORTH OF AVENAL GU1586'AND 27.4 KM (17 MILES) WEST OF LEMOORE, ON THE CALIFORNIA AQUEDUCT GU1586'NEAR THE INTERSECTION WITH HWY 198. TO REACH FROM THE INTERSECTION OF GU1586'I-5 AND HWY 198, GO EAST ON HWY 198 APPROXIMATELY 12.60 KM (7.8 GU1586'MILES) TO A TRAFFIC SIGNAL AND THE INTERSECTION OF HWY 269 AND HWY GU1586'198. CONTINUE EAST ON HWY 198 FOR 1.6 KM (1.0 MILES) TO THE GU1586'CALIFORNIA AQUEDUCT AND A PAIR OF SIDE ROADS RIGHT PARALLEL TO THE GU1586'AQUEDUCT ON THE EAST SIDE. (NOTE UPPER ROAD ON THE AQUEDUCT LEVEE IS GU1586'GRAVEL AND THE LOWER ROAD AT THE TOE OF LEVEE IS DIRT.) GO RIGHT GU1586'(SOUTH) ON THE LOWER (DIRT) ROAD 0.8 KM (0.5 MILES) TO A BRIDGE GU1586'CROSSING THE AQUEDUCT ON THE RIGHT. TURN RIGHT (WEST) AND CROSS THE GU1586'AQUEDUCT TO THE STATION ON THE LEFT. MONUMENT IS LOCATED ON THE GU1586'SOUTH END OF THE WEST FOOTING NEAR THE END OF THE STEEL GUARDRAIL. GU1586'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU1586'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0450 *********************************************************************** GU0450 HT_MOD - This is a Height Modernization Survey Station. GU0450 DESIGNATION - 16 H 4 GU0450 PID - GU0450 GU0450 STATE/COUNTY- CA/FRESNO GU0450 USGS QUAD - DOS PALOS (1984) GU0450 GU0450 *CURRENT SURVEY CONTROL GU0450 ___________________________________________________________________ GU0450* NAD 83(1998)- 36 53 25.16977(N) 120 39 19.17933(W) ADJUSTED GU0450* NAVD 88 - 49.69 (meters) 163.0 (feet) GPS OBS GU0450 ___________________________________________________________________ GU0450 EPOCH DATE - 2004.50 GU0450 X - -2,604,082.132 (meters) COMP GU0450 Y - -4,393,573.855 (meters) COMP GU0450 Z - 3,807,675.412 (meters) COMP GU0450 LAPLACE CORR- 0.28 (seconds) DEFLEC99 GU0450 ELLIP HEIGHT- 16.23 (meters) (06/30/05) GPS OBS GU0450 GEOID HEIGHT- -33.41 (meters) GEOID03 GU0450 GU0450 HORZ ORDER - B GU0450 VERT ORDER - SECOND CLASS 0 (See Below) GU0450 ELLP ORDER - FOURTH CLASS I GU0450 GU0450.The horizontal coordinates were established by GPS observations GU0450.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0450.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0450.DATUM ITEM on the data sheet items page. GU0450.The horizontal coordinates are valid at the epoch date displayed above. GU0450.The epoch date for horizontal control is a decimal equivalence GU0450.of Year/Month/Day. GU0450 GU0450.The orthometric height was determined by GPS observations and a GU0450.high-resolution geoid model using precise GPS observation and GU0450.processing techniques. GU0450.The vertical order pertains to the NGVD 29 superseded value. GU0450 GU0450.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0450 GU0450.The Laplace correction was computed from DEFLEC99 derived deflections. GU0450 GU0450.The ellipsoidal height was determined by GPS observations GU0450.and is referenced to NAD 83. GU0450 GU0450.The geoid height was determined by GEOID03. GU0450 GU0450; North East Units Scale Factor Converg. GU0450;SPC CA 4 - 674,038.956 1,852,459.649 MT 0.99995138 -0 59 15.2 GU0450;SPC CA 4 - 2,211,409.47 6,077,611.37 sFT 0.99995138 -0 59 15.2 GU0450;UTM 10 - 4,085,272.947 708,935.419 MT 1.00013782 +1 24 28.7 GU0450 GU0450! - Elev Factor x Scale Factor = Combined Factor GU0450!SPC CA 4 - 0.99999745 x 0.99995138 = 0.99994883 GU0450!UTM 10 - 0.99999745 x 1.00013782 = 1.00013527 GU0450 GU0450 SUPERSEDED SURVEY CONTROL GU0450 GU0450 NGVD 29 (??/??/92) 49.157 (m) 161.28 (f) ADJ UNCH 2 0 GU0450 GU0450.Superseded values are not recommended for survey control. GU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0450.See file dsdata.txt to determine how the superseded data were derived. GU0450 GU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0893585273(NAD 83) GU0450_MARKER: DD = SURVEY DISK GU0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU0450_SP_SET: CONCRETE FOUNDATION GU0450_STAMPING: 16 H 4 USGS GU0450_MARK LOGO: USGS GU0450_MAGNETIC: N = NO MAGNETIC MATERIAL GU0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0450+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0450 GU0450 HISTORY - Date Condition Report By GU0450 HISTORY - UNK MONUMENTED USGS GU0450 HISTORY - 1966 GOOD NGS GU0450 HISTORY - 1975 GOOD NGS GU0450 HISTORY - 20040519 GOOD CADT GU0450 GU0450 STATION DESCRIPTION GU0450 GU0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 GU0450'AT ORO LOMA. GU0450'AT ORO LOMA, AT A U.S. GEOLOGICAL SURVEY COMPACTION RECORDER GU0450'SITE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE GU0450'FOUNDATION OF THE THIRD GREEN SHELTER WEST OF RUSSELL AVENUE, GU0450'330 FEET NORTH-NORTHWEST OF BENCH MARK 97.68 (USBR), 321 FEET GU0450'WEST OF THE CENTER LINE OF RUSSELL AVENUE, 56 FEET NORTH OF THE GU0450'CENTER LINE OF THE NORTH LEVEE ROAD OF THE DELTA-MENDOTA CANAL, GU0450'AND ABOUT LEVEL WITH THE AVENUE. GU0450 GU0450 STATION RECOVERY (1975) GU0450 GU0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0450'RECOVERED IN GOOD CONDITION. GU0450 GU0450 STATION RECOVERY (2004) GU0450 GU0450'RECOVERY NOTE BY CALTRANS 2004 (DK) GU0450'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU0450'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0450'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0762 *********************************************************************** GU0762 HT_MOD - This is a Height Modernization Survey Station. GU0762 DESIGNATION - 375 USE GU0762 PID - GU0762 GU0762 STATE/COUNTY- CA/FRESNO GU0762 USGS QUAD - POSO FARM (1984) GU0762 GU0762 *CURRENT SURVEY CONTROL GU0762 ___________________________________________________________________ GU0762* NAD 83(1998)- 36 58 58.85713(N) 120 30 03.07887(W) ADJUSTED GU0762* NAVD 88 - 40.09 (meters) 131.5 (feet) GPS OBS GU0762 ___________________________________________________________________ GU0762 EPOCH DATE - 2004.50 GU0762 X - -2,589,086.208 (meters) COMP GU0762 Y - -4,395,246.143 (meters) COMP GU0762 Z - 3,815,891.890 (meters) COMP GU0762 LAPLACE CORR- 3.10 (seconds) DEFLEC99 GU0762 ELLIP HEIGHT- 7.00 (meters) (06/30/05) GPS OBS GU0762 GEOID HEIGHT- -33.05 (meters) GEOID03 GU0762 GU0762 HORZ ORDER - B GU0762 VERT ORDER - THIRD (See Below) GU0762 ELLP ORDER - FOURTH CLASS I GU0762 GU0762.The horizontal coordinates were established by GPS observations GU0762.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0762.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0762.DATUM ITEM on the data sheet items page. GU0762.The horizontal coordinates are valid at the epoch date displayed above. GU0762.The epoch date for horizontal control is a decimal equivalence GU0762.of Year/Month/Day. GU0762 GU0762.The orthometric height was determined by GPS observations and a GU0762.high-resolution geoid model using precise GPS observation and GU0762.processing techniques. GU0762.The vertical order pertains to the NGVD 29 superseded value. GU0762 GU0762.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0762 GU0762.The Laplace correction was computed from DEFLEC99 derived deflections. GU0762 GU0762.The ellipsoidal height was determined by GPS observations GU0762.and is referenced to NAD 83. GU0762 GU0762.The geoid height was determined by GEOID03. GU0762 GU0762; North East Units Scale Factor Converg. GU0762;SPC CA 4 - 684,097.518 1,866,387.423 MT 0.99996014 -0 53 43.4 GU0762;SPC CA 4 - 2,244,409.94 6,123,306.07 sFT 0.99996014 -0 53 43.4 GU0762;UTM 10 - 4,095,907.634 722,433.180 MT 1.00020955 +1 30 14.6 GU0762 GU0762! - Elev Factor x Scale Factor = Combined Factor GU0762!SPC CA 4 - 0.99999890 x 0.99996014 = 0.99995904 GU0762!UTM 10 - 0.99999890 x 1.00020955 = 1.00020845 GU0762 GU0762 SUPERSEDED SURVEY CONTROL GU0762 GU0762 NGVD 29 (??/??/??) 40.36 (m) 132.4 (f) RESET 3 GU0762 GU0762.Superseded values are not recommended for survey control. GU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0762.See file dsdata.txt to determine how the superseded data were derived. GU0762 GU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2243395908(NAD 83) GU0762_MARKER: DD = SURVEY DISK GU0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU0762_SP_SET: BRIDGE ABUTMENT GU0762_STAMPING: USED BM NO. 375 ELEV 1385 GU0762_MARK LOGO: USE GU0762_MAGNETIC: N = NO MAGNETIC MATERIAL GU0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0762+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0762 GU0762 HISTORY - Date Condition Report By GU0762 HISTORY - UNK MONUMENTED DOD GU0762 HISTORY - 1965 GOOD NGS GU0762 HISTORY - 20040519 GOOD CADT GU0762 GU0762 STATION DESCRIPTION GU0762 GU0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 GU0762'11.4 MI N FROM FIREBAUGH. GU0762'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GU0762'THE STATION AT FIREBAUGH, THENCE 11.05 MILES NORTH ALONG THE GU0762'WEST LEVEE ROAD OF THE POSO CANAL, 0.05 MILES NORTH OF THE GU0762'JUNCTION OF VALERIA ROAD, AT THE CONFLUENCE OF THE POSO CANAL GU0762'AND THE ARROYO CANAL, IN THE TOP OF THE WEST END OF THE SOUTH GU0762'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER ARROYO CANAL, 14 GU0762'FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD OF POSO GU0762'CANAL, 0.9 FOOT EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT GU0762'LEVEL WITH THE ROAD. GU0762 GU0762 STATION RECOVERY (2004) GU0762 GU0762'RECOVERY NOTE BY CALTRANS 2004 (DK) GU0762'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU0762'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0762'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6754 *********************************************************************** DH6754 HT_MOD - This is a Height Modernization Survey Station. DH6754 DESIGNATION - 5.92 R DH6754 PID - DH6754 DH6754 STATE/COUNTY- CA/FRESNO DH6754 USGS QUAD - DOMENGINE RANCH (1979) DH6754 DH6754 *CURRENT SURVEY CONTROL DH6754 ___________________________________________________________________ DH6754* NAD 83(1998)- 36 15 14.08948(N) 120 15 13.58110(W) ADJUSTED DH6754* NAVD 88 - 153.47 (meters) 503.5 (feet) GPS OBS DH6754 ___________________________________________________________________ DH6754 EPOCH DATE - 2004.50 DH6754 X - -2,594,469.050 (meters) COMP DH6754 Y - -4,448,136.520 (meters) COMP DH6754 Z - 3,751,019.457 (meters) COMP DH6754 LAPLACE CORR- -5.18 (seconds) DEFLEC99 DH6754 ELLIP HEIGHT- 119.74 (meters) (06/30/05) GPS OBS DH6754 GEOID HEIGHT- -33.69 (meters) GEOID03 DH6754 DH6754 HORZ ORDER - B DH6754 ELLP ORDER - FOURTH CLASS I DH6754 DH6754.The horizontal coordinates were established by GPS observations DH6754.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6754.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6754.DATUM ITEM on the data sheet items page. DH6754.The horizontal coordinates are valid at the epoch date displayed above. DH6754.The epoch date for horizontal control is a decimal equivalence DH6754.of Year/Month/Day. DH6754 DH6754.The orthometric height was determined by GPS observations and a DH6754.high-resolution geoid model using precise GPS observation and DH6754.processing techniques. DH6754 DH6754.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6754 DH6754.The Laplace correction was computed from DEFLEC99 derived deflections. DH6754 DH6754.The ellipsoidal height was determined by GPS observations DH6754.and is referenced to NAD 83. DH6754 DH6754.The geoid height was determined by GEOID03. DH6754 DH6754; North East Units Scale Factor Converg. DH6754;SPC CA 4 - 602,884.370 1,887,326.252 MT 0.99996171 -0 44 52.7 DH6754;SPC CA 4 - 1,977,963.14 6,192,002.88 sFT 0.99996171 -0 44 52.7 DH6754;UTM 10 - 4,015,610.269 746,743.733 MT 1.00035021 +1 37 29.4 DH6754 DH6754! - Elev Factor x Scale Factor = Combined Factor DH6754!SPC CA 4 - 0.99998121 x 0.99996171 = 0.99994292 DH6754!UTM 10 - 0.99998121 x 1.00035021 = 1.00033141 DH6754 DH6754 SUPERSEDED SURVEY CONTROL DH6754 DH6754.No superseded survey control is available for this station. DH6754 DH6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4674415610(NAD 83) DH6754_MARKER: DD = SURVEY DISK DH6754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DH6754_SP_SET: SIPHON STRUCTURE DH6754_STAMPING: 5.92 R DH6754_MARK LOGO: BOR DH6754_MAGNETIC: N = NO MAGNETIC MATERIAL DH6754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6754+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 DH6754 DH6754 HISTORY - Date Condition Report By DH6754 HISTORY - UNK MONUMENTED BOR DH6754 HISTORY - 20040901 GOOD CSRC DH6754 DH6754 STATION DESCRIPTION DH6754 DH6754'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6754'STATION IS LOCATED APPROXIMATELY 16.1 KM (10 MILES) NORTHEAST OF DH6754'COALINGA AND ABOUT 41.8 KM (26 MILES) WEST OF LEMOORE, AT THE DH6754'INTERSECTION OF HWY 198 AND THE COALINGA CANAL. TO REACH THE STATION DH6754'FROM COALINGA, GO NORTH ON HWY 33 FOR ABOUT 14.5 KM (9 MILES) TO THE DH6754'INTERSECTION WITH HWY 198, A SIDE ROAD TO THE RIGHT. TURN RIGHT AND GO DH6754'EAST ON HWY 198 FOR 5.8 KM (3.6 MILES) TO THE COALINGA CANAL AND THE DH6754'STATION ON THE RIGHT. LIKEWISE, FROM LEMOORE, GO WEST ON HWY 198 FOR DH6754'ABOUT 41.9 KM (26 MILES) TO THE INTERSECTION OF HWY 198 AND I-5. DH6754'CONTINUE WEST ON HWY 198 FOR 0.8 KM (0.5 MILES) TO THE COALINGA CANAL DH6754'AND THE STATION ON THE LEFT. THE STATION, A US DEPT OF INTERIOR, DH6754'BUREAU OF RECLAMATION 4-INCH BRASS DISK, IS LOCATED ON THE CENTERLINE DH6754'OF A SIPHON VALVE STRUCTURE ON THE WEST BANK OF THE CANAL. THE STATION DH6754'IS 35.7 M (117 FT) SOUTH OF THE CENTERLINE OF HWY 198, 1.5 M (5.3 FT) DH6754'WEST OF THE TOP OF THE CANAL'S WEST HEADWALL, 7.5 M (24.5 FT) DH6754'SOUTHEAST OF THE EAST GATEPOST OF THE ACCESS GATE TO A SERVICE ROAD DH6754'ON THE WEST SIDE OF THE CANAL, AND 0.4 M (1.2 FT) EAST OF THE SIPHON DH6754'VALVE CONTROL STEM. THIS STATION WAS OBSERVED AS PART OF THE SAN DH6754'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0249 *********************************************************************** GU0249 HT_MOD - This is a Height Modernization Survey Station. GU0249 DESIGNATION - 94.06 L USBR GU0249 PID - GU0249 GU0249 STATE/COUNTY- CA/FRESNO GU0249 USGS QUAD - LAGUNA SECA RANCH (1971) GU0249 GU0249 *CURRENT SURVEY CONTROL GU0249 ___________________________________________________________________ GU0249* NAD 83(1998)- 36 50 45.76709(N) 120 45 07.97637(W) ADJUSTED GU0249* NAVD 88 - 104.22 (meters) 341.9 (feet) GPS OBS GU0249 ___________________________________________________________________ GU0249 EPOCH DATE - 2004.50 GU0249 X - -2,613,037.852 (meters) COMP GU0249 Y - -4,391,735.242 (meters) COMP GU0249 Z - 3,803,777.032 (meters) COMP GU0249 LAPLACE CORR- -4.35 (seconds) DEFLEC99 GU0249 ELLIP HEIGHT- 70.88 (meters) (06/30/05) GPS OBS GU0249 GEOID HEIGHT- -33.31 (meters) GEOID03 GU0249 GU0249 HORZ ORDER - B GU0249 VERT ORDER - FIRST CLASS I (See Below) GU0249 ELLP ORDER - FOURTH CLASS I GU0249 GU0249.The horizontal coordinates were established by GPS observations GU0249.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0249.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0249.DATUM ITEM on the data sheet items page. GU0249.The horizontal coordinates are valid at the epoch date displayed above. GU0249.The epoch date for horizontal control is a decimal equivalence GU0249.of Year/Month/Day. GU0249 GU0249.The orthometric height was determined by GPS observations and a GU0249.high-resolution geoid model using precise GPS observation and GU0249.processing techniques. GU0249.The vertical order pertains to the NGVD 29 superseded value. GU0249 GU0249.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0249 GU0249.The Laplace correction was computed from DEFLEC99 derived deflections. GU0249 GU0249.The ellipsoidal height was determined by GPS observations GU0249.and is referenced to NAD 83. GU0249 GU0249.The geoid height was determined by GEOID03. GU0249 GU0249; North East Units Scale Factor Converg. GU0249;SPC CA 4 - 669,279.404 1,843,735.246 MT 0.99994812 -1 02 43.3 GU0249;SPC CA 4 - 2,195,794.18 6,048,988.05 sFT 0.99994812 -1 02 43.3 GU0249;UTM 10 - 4,080,152.178 700,416.079 MT 1.00009486 +1 20 54.1 GU0249 GU0249! - Elev Factor x Scale Factor = Combined Factor GU0249!SPC CA 4 - 0.99998888 x 0.99994812 = 0.99993700 GU0249!UTM 10 - 0.99998888 x 1.00009486 = 1.00008374 GU0249 GU0249 SUPERSEDED SURVEY CONTROL GU0249 GU0249 NGVD 29 (??/??/92) 103.443 (m) 339.38 (f) ADJ UNCH 1 1 GU0249 GU0249.Superseded values are not recommended for survey control. GU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0249.See file dsdata.txt to determine how the superseded data were derived. GU0249 GU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0041680152(NAD 83) GU0249_MARKER: DD = SURVEY DISK GU0249_SETTING: 30 = SET IN A LIGHT STRUCTURE GU0249_SP_SET: TOP OF CONCRETE RETAINING WALL GU0249_STAMPING: 94.06 L GU0249_MARK LOGO: BOR GU0249_MAGNETIC: N = NO MAGNETIC MATERIAL GU0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0249+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0249 GU0249 HISTORY - Date Condition Report By GU0249 HISTORY - UNK MONUMENTED BOR GU0249 HISTORY - 1967 GOOD NGS GU0249 HISTORY - 1969 GOOD NGS GU0249 HISTORY - 20040519 GOOD CADT GU0249 GU0249 STATION DESCRIPTION GU0249 GU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GU0249'7.4 MI SE FROM DOS AMIGOS PUMP PLANT. GU0249'7.35 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE GU0249'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.4 MILE GU0249'SOUTHEAST ALONG THE NORTHEAST LEVEE ROAD OF THE CANAL FROM THE GU0249'CROSSING OF NEES AVENUE, IN THE TOP OF THE SOUTHEAST END OF THE GU0249'CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 15 FEET SOUTHWEST GU0249'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT 1 FOOT GU0249'LOWER THAN THE ROAD. GU0249 GU0249 STATION RECOVERY (1969) GU0249 GU0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 GU0249'RECOVERED IN GOOD CONDITION. GU0249 GU0249 STATION RECOVERY (2004) GU0249 GU0249'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0249'RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION WAS OBSERVED AS GU0249'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0249'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1804 *********************************************************************** GU1804 DESIGNATION - A 806 RESET GU1804 PID - GU1804 GU1804 STATE/COUNTY- CA/FRESNO GU1804 USGS QUAD - LA CIMA (1978) GU1804 GU1804 *CURRENT SURVEY CONTROL GU1804 ___________________________________________________________________ GU1804* NAD 83(1986)- 36 04 44. (N) 120 06 09. (W) SCALED GU1804* NAVD 88 - 156.666 (meters) 514.00 (feet) ADJUSTED GU1804 ___________________________________________________________________ GU1804 GEOID HEIGHT- -34.07 (meters) GEOID03 GU1804 DYNAMIC HT - 156.523 (meters) 513.53 (feet) COMP GU1804 MODELED GRAV- 979,717.2 (mgal) NAVD 88 GU1804 GU1804 VERT ORDER - FIRST CLASS II GU1804 GU1804.The horizontal coordinates were scaled from a topographic map and have GU1804.an estimated accuracy of +/- 6 seconds. GU1804 GU1804.The orthometric height was determined by differential leveling GU1804.and adjusted by the National Geodetic Survey in August 1995. GU1804 GU1804.The geoid height was determined by GEOID03. GU1804 GU1804.The dynamic height is computed by dividing the NAVD 88 GU1804.geopotential number by the normal gravity value computed on the GU1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1804.degrees latitude (g = 980.6199 gals.). GU1804 GU1804.The modeled gravity was interpolated from observed gravity values. GU1804 GU1804; North East Units Estimated Accuracy GU1804;SPC CA 4 - 583,300. 1,900,700. MT (+/- 180 meters Scaled) GU1804 GU1804 SUPERSEDED SURVEY CONTROL GU1804 GU1804 NGVD 29 (??/??/92) 155.742 (m) 510.96 (f) ADJ UNCH 1 2 GU1804 GU1804.Superseded values are not recommended for survey control. GU1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1804.See file dsdata.txt to determine how the superseded data were derived. GU1804 GU1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE609965(NAD 83) GU1804_MARKER: DB = BENCH MARK DISK GU1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1804_SP_SET: CULVERT HEADWALL GU1804_STAMPING: A 806 RESET 1967 GU1804_MARK LOGO: CGS GU1804_PROJECTION: FLUSH GU1804_MAGNETIC: O = OTHER; SEE DESCRIPTION GU1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1804+STABILITY: SURFACE MOTION GU1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1804+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GU1804 GU1804 HISTORY - Date Condition Report By GU1804 HISTORY - 1967 MONUMENTED CGS GU1804 HISTORY - 1969 GOOD NGS GU1804 HISTORY - 1972 GOOD NGS GU1804 HISTORY - 1982 GOOD LOCSUR GU1804 HISTORY - 19890221 GOOD NGS GU1804 HISTORY - 20040706 GOOD CADT GU1804 GU1804 STATION DESCRIPTION GU1804 GU1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GU1804'8.5 MI S FROM HURON. GU1804'8.5 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1804'HURON, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE GU1804'WEST CONCRETE HEAD WALL OF A CULVERT, 45 FEET WEST OF THE CENTER GU1804'LINE OF THE AVENUE, 128.9 FEET SOUTHEAST OF BENCH MARK W 9 1928 GU1804'(USGS), AND ABOUT 20 FEET LOWER THAN THE AVENUE. SEC 26, T21S, GU1804'R17E. GU1804 GU1804 STATION RECOVERY (1972) GU1804 GU1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1804'RECOVERED IN GOOD CONDITION. GU1804 GU1804 STATION RECOVERY (1982) GU1804 GU1804'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 GU1804'RECOVERED IN GOOD CONDITION. GU1804 GU1804 STATION RECOVERY (1989) GU1804 GU1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1804'RECOVERED IN GOOD CONDITION. GU1804 GU1804 STATION RECOVERY (2004) GU1804 GU1804'RECOVERY NOTE BY CALTRANS 2004 (AO) GU1804'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU1804'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1804'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6643 *********************************************************************** DH6643 HT_MOD - This is a Height Modernization Survey Station. DH6643 DESIGNATION - ADAMS DH6643 PID - DH6643 DH6643 STATE/COUNTY- CA/FRESNO DH6643 USGS QUAD - MALAGA (1981) DH6643 DH6643 *CURRENT SURVEY CONTROL DH6643 ___________________________________________________________________ DH6643* NAD 83(1998)- 36 38 03.80017(N) 119 41 32.79578(W) ADJUSTED DH6643* NAVD 88 - 97.11 (meters) 318.6 (feet) GPS OBS DH6643 ___________________________________________________________________ DH6643 EPOCH DATE - 2004.50 DH6643 X - -2,538,321.251 (meters) COMP DH6643 Y - -4,451,514.977 (meters) COMP DH6643 Z - 3,784,950.972 (meters) COMP DH6643 LAPLACE CORR- 6.67 (seconds) DEFLEC99 DH6643 ELLIP HEIGHT- 65.12 (meters) (06/30/05) GPS OBS DH6643 GEOID HEIGHT- -31.96 (meters) GEOID03 DH6643 DH6643 HORZ ORDER - B DH6643 ELLP ORDER - FOURTH CLASS I DH6643 DH6643.The horizontal coordinates were established by GPS observations DH6643.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6643.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6643.DATUM ITEM on the data sheet items page. DH6643.The horizontal coordinates are valid at the epoch date displayed above. DH6643.The epoch date for horizontal control is a decimal equivalence DH6643.of Year/Month/Day. DH6643 DH6643.The orthometric height was determined by GPS observations and a DH6643.high-resolution geoid model using precise GPS observation and DH6643.processing techniques. DH6643 DH6643.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6643 DH6643.The Laplace correction was computed from DEFLEC99 derived deflections. DH6643 DH6643.The ellipsoidal height was determined by GPS observations DH6643.and is referenced to NAD 83. DH6643 DH6643.The geoid height was determined by GEOID03. DH6643 DH6643; North East Units Scale Factor Converg. DH6643;SPC CA 4 - 644,590.210 1,938,074.825 MT 0.99994077 -0 24 47.2 DH6643;SPC CA 4 - 2,114,793.05 6,358,500.49 sFT 0.99994077 -0 24 47.2 DH6643;UTM 11 - 4,057,691.730 259,269.142 MT 1.00031403 -1 36 26.5 DH6643 DH6643! - Elev Factor x Scale Factor = Combined Factor DH6643!SPC CA 4 - 0.99998978 x 0.99994077 = 0.99993055 DH6643!UTM 11 - 0.99998978 x 1.00031403 = 1.00030381 DH6643 DH6643 SUPERSEDED SURVEY CONTROL DH6643 DH6643.No superseded survey control is available for this station. DH6643 DH6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5926957692(NAD 83) DH6643_MARKER: DD = SURVEY DISK DH6643_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6643+WITH SETTING: PAVEMENT DH6643_SP_SET: SEE TEXT DH6643_STAMPING: ADAMS 2004 DH6643_MARK LOGO: CSRC DH6643_MAGNETIC: N = NO MAGNETIC MATERIAL DH6643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6643+STABILITY: SURFACE MOTION DH6643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6643+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6643 DH6643 HISTORY - Date Condition Report By DH6643 HISTORY - 20040601 MONUMENTED CSRC DH6643 DH6643 STATION DESCRIPTION DH6643 DH6643'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6643'STATION IS ABOUT 14.5 KM (9 MILES) SOUTH OF FRESNO AT THE NORTHWEST DH6643'OUTSKIRTS OF FOWLER. FROM THE INTERSECTION OF CLOVIS AVE. AND HWY 99, DH6643'ABOUT 1 MI NORTHWEST OF FOWLER, DRIVE SOUTH ON CLOVIS AVE. FOR 0.8 KM DH6643'(0.5 MILES) TO THE INTERSECTION WITH ADAMS AVE. TURN LEFT AND GO EAST DH6643'0.6 KM (0.4 MILES) TO THE HWY 99 OVERPASS AND THE STATION ON THE DH6643'RIGHT. OR FROM CLOVIS AVE, STAY ON HWY 99 FOR ABOUT 1 MI AND EXIT AT DH6643'NEXT INTERSECTION, ADAMS AVE. TURN LEFT AND DRIVE EAST TO THE EAST DH6643'END OF THE OVERPASS AND THE STATION ON THE RIGHT. LIKEWISE, FROM DH6643'THE INTERSECTION OF GOLDEN STATE BLVD. AND ADAMS AVE. IN THE NW PART DH6643'OF FOWLER, DRIVE WEST 0.5 KM (0.3 MILES) ON ADAMS TO JUST BEFORE THE DH6643'BRIDGE OVER HWY 99 AND THE STATION ON THE LEFT. STATION IS LOCATED DH6643'ON THE SOUTHEAST SIDE OF THE OVERPASS IN THE PEDESTRIAN WALKWAY, 5.9 DH6643'M (19.5 FT) SOUTH OF THE CENTERLINE OF ADAMS, 5.0 M (16.5 FT) WEST OF DH6643'THE EAST END OF THE PEDESTRIAN WALK, AND 1.2 M (3.9 FT) SOUTH OF THE DH6643'NORTH FACE OF THE SOUTH CURB. MONUMENT IS A CSRC 3-INCH ALUMINUM DISK DH6643'SET FLUSH IN THE CONCRETE SIDEWALK. THIS STATION WAS OBSERVED AS PART DH6643'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6643'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6668 *********************************************************************** DH6668 HT_MOD - This is a Height Modernization Survey Station. DH6668 DESIGNATION - ALEX 5 DH6668 PID - DH6668 DH6668 STATE/COUNTY- CA/FRESNO DH6668 USGS QUAD - FIREBAUGH (1984) DH6668 DH6668 *CURRENT SURVEY CONTROL DH6668 ___________________________________________________________________ DH6668* NAD 83(1998)- 36 46 12.15393(N) 120 23 32.24646(W) ADJUSTED DH6668* NAVD 88 - 51.30 (meters) 168.3 (feet) GPS OBS DH6668 ___________________________________________________________________ DH6668 EPOCH DATE - 2004.50 DH6668 X - -2,587,933.305 (meters) COMP DH6668 Y - -4,412,385.676 (meters) COMP DH6668 Z - 3,796,992.262 (meters) COMP DH6668 LAPLACE CORR- 2.45 (seconds) DEFLEC99 DH6668 ELLIP HEIGHT- 17.94 (meters) (06/30/05) GPS OBS DH6668 GEOID HEIGHT- -33.32 (meters) GEOID03 DH6668 DH6668 HORZ ORDER - B DH6668 ELLP ORDER - FOURTH CLASS I DH6668 DH6668.The horizontal coordinates were established by GPS observations DH6668.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6668.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6668.DATUM ITEM on the data sheet items page. DH6668.The horizontal coordinates are valid at the epoch date displayed above. DH6668.The epoch date for horizontal control is a decimal equivalence DH6668.of Year/Month/Day. DH6668 DH6668.The orthometric height was determined by GPS observations and a DH6668.high-resolution geoid model using precise GPS observation and DH6668.processing techniques. DH6668 DH6668.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6668 DH6668.The Laplace correction was computed from DEFLEC99 derived deflections. DH6668 DH6668.The ellipsoidal height was determined by GPS observations DH6668.and is referenced to NAD 83. DH6668 DH6668.The geoid height was determined by GEOID03. DH6668 DH6668; North East Units Scale Factor Converg. DH6668;SPC CA 4 - 660,320.825 1,875,708.996 MT 0.99994392 -0 49 50.2 DH6668;SPC CA 4 - 2,166,402.57 6,153,888.60 sFT 0.99994392 -0 49 50.2 DH6668;UTM 10 - 4,072,534.697 732,743.543 MT 1.00026740 +1 33 42.1 DH6668 DH6668! - Elev Factor x Scale Factor = Combined Factor DH6668!SPC CA 4 - 0.99999718 x 0.99994392 = 0.99994110 DH6668!UTM 10 - 0.99999718 x 1.00026740 = 1.00026458 DH6668 DH6668 SUPERSEDED SURVEY CONTROL DH6668 DH6668.No superseded survey control is available for this station. DH6668 DH6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3274472535(NAD 83) DH6668_MARKER: DD = SURVEY DISK DH6668_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6668+WITH SETTING: PAVEMENT DH6668_SP_SET: SET IN CONC WINGWALL DH6668_STAMPING: ALEX 5 2003 DH6668_MARK LOGO: CADT DH6668_MAGNETIC: N = NO MAGNETIC MATERIAL DH6668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6668+STABILITY: SURFACE MOTION DH6668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6668+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003 DH6668 DH6668 HISTORY - Date Condition Report By DH6668 HISTORY - 20030513 MONUMENTED CADT DH6668 DH6668 STATION DESCRIPTION DH6668 DH6668'DESCRIBED BY CALTRANS 2003 (GC) DH6668'THE STATION IS LOCATED IN FRESNO COUNTY, ABOUT 1 MILE NORTHWEST OF THE DH6668'CITY OF MENDOTA AND ABOUT 8 MILES SOUTHEAST OF THE CITY OF FIREBAUGH. DH6668'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 180 AND DH6668'STATE ROUTE 33 WHICH IS IN THE CITY OF MENDOTA, GO NORTHWEST 0.7 DH6668'MILES ON STATE ROUTE 33 TO THE FIREBAUGH CANAL BRIDGE (BRIDGE NUMBER DH6668'42-0037) TO THE STATION ON THE RIGHT (EAST). THE MONUMENT IS A 3.5 DH6668'INCH ALUMINUM CADT DISK STAMPED ALEX5 2003, SET FLUSH IN A CONCRETE DH6668'HEADWALL AND ABOUT 1 FT LOWER THAN STATE ROUTE 33. 62 FT NORTH OF THE DH6668'CENTERLINE OF AN ASPHALT DRIVEWAY, 29 FT EAST OF STATE ROUTE 33 DH6668'CENTERLINE, 24 FT NORTH OF THE CENTERLINE OF FIREBAUGH CANAL, 11.8 FT DH6668'SOUTHEAST OF THE SOUTHEAST CORNER OF A 4 FT BY 10 FT CONCRETE PAD. DH6668'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6668'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6756 *********************************************************************** DH6756 HT_MOD - This is a Height Modernization Survey Station. DH6756 DESIGNATION - ALTH ALTHEA ARP DH6756 PID - DH6756 DH6756 STATE/COUNTY- CA/FRESNO DH6756 USGS QUAD - DOS PALOS (1984) DH6756 DH6756 *CURRENT SURVEY CONTROL DH6756 ___________________________________________________________________ DH6756* NAD 83(1998)- 36 53 22.56724(N) 120 40 11.08759(W) ADJUSTED DH6756* NAVD 88 - 52.96 (meters) 173.8 (feet) GPS OBS DH6756 ___________________________________________________________________ DH6756 EPOCH DATE - 2004.50 DH6756 X - -2,605,213.628 (meters) COMP DH6756 Y - -4,392,962.048 (meters) COMP DH6756 Z - 3,807,613.210 (meters) COMP DH6756 LAPLACE CORR- -0.10 (seconds) DEFLEC99 DH6756 ELLIP HEIGHT- 19.50 (meters) (06/30/05) GPS OBS DH6756 GEOID HEIGHT- -33.41 (meters) GEOID03 DH6756 DH6756 HORZ ORDER - B DH6756 ELLP ORDER - FOURTH CLASS I DH6756 DH6756.The horizontal coordinates were established by GPS observations DH6756.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6756.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6756.DATUM ITEM on the data sheet items page. DH6756.The horizontal coordinates are valid at the epoch date displayed above. DH6756.The epoch date for horizontal control is a decimal equivalence DH6756.of Year/Month/Day. DH6756 DH6756.The orthometric height was determined by GPS observations and a DH6756.high-resolution geoid model using precise GPS observation and DH6756.processing techniques. DH6756 DH6756.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6756 DH6756.The Laplace correction was computed from DEFLEC99 derived deflections. DH6756 DH6756.The ellipsoidal height was determined by GPS observations DH6756.and is referenced to NAD 83. DH6756 DH6756.The geoid height was determined by GEOID03. DH6756 DH6756; North East Units Scale Factor Converg. DH6756;SPC CA 4 - 673,980.993 1,851,173.212 MT 0.99995132 -0 59 46.1 DH6756;SPC CA 4 - 2,211,219.31 6,073,390.78 sFT 0.99995132 -0 59 46.1 DH6756;UTM 10 - 4,085,161.244 707,652.294 MT 1.00013123 +1 23 57.5 DH6756 DH6756! - Elev Factor x Scale Factor = Combined Factor DH6756!SPC CA 4 - 0.99999694 x 0.99995132 = 0.99994826 DH6756!UTM 10 - 0.99999694 x 1.00013123 = 1.00012817 DH6756 DH6756 SUPERSEDED SURVEY CONTROL DH6756 DH6756.No superseded survey control is available for this station. DH6756 DH6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0765285161(NAD 83) DH6756_MARKER: Z = SEE DESCRIPTION DH6756_SETTING: 0 = UNSPECIFIED SETTING DH6756_SP_SET: CGPS DH6756_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6756+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6756 DH6756 HISTORY - Date Condition Report By DH6756 HISTORY - UNK MONUMENTED DH6756 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6756 DH6756 STATION DESCRIPTION DH6756 DH6756'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6756'IT IS INTENDED THAT THIS STATION BE CONVERTED INTO A CONTINUOUS GPS DH6756'SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6670 *********************************************************************** DH6670 HT_MOD - This is a Height Modernization Survey Station. DH6670 DESIGNATION - ANDREW 2 DH6670 PID - DH6670 DH6670 STATE/COUNTY- CA/FRESNO DH6670 USGS QUAD - CHOUNET RANCH (1971) DH6670 DH6670 *CURRENT SURVEY CONTROL DH6670 ___________________________________________________________________ DH6670* NAD 83(1998)- 36 41 07.37142(N) 120 39 30.65840(W) ADJUSTED DH6670* NAVD 88 - 170.73 (meters) 560.1 (feet) GPS OBS DH6670 ___________________________________________________________________ DH6670 EPOCH DATE - 2004.50 DH6670 X - -2,611,321.289 (meters) COMP DH6670 Y - -4,405,228.711 (meters) COMP DH6670 Z - 3,789,533.522 (meters) COMP DH6670 LAPLACE CORR- -5.54 (seconds) DEFLEC99 DH6670 ELLIP HEIGHT- 137.38 (meters) (06/30/05) GPS OBS DH6670 GEOID HEIGHT- -33.31 (meters) GEOID03 DH6670 DH6670 HORZ ORDER - B DH6670 ELLP ORDER - FOURTH CLASS I DH6670 DH6670.The horizontal coordinates were established by GPS observations DH6670.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6670.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6670.DATUM ITEM on the data sheet items page. DH6670.The horizontal coordinates are valid at the epoch date displayed above. DH6670.The epoch date for horizontal control is a decimal equivalence DH6670.of Year/Month/Day. DH6670 DH6670.The orthometric height was determined by GPS observations and a DH6670.high-resolution geoid model using precise GPS observation and DH6670.processing techniques. DH6670 DH6670.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6670 DH6670.The Laplace correction was computed from DEFLEC99 derived deflections. DH6670 DH6670.The ellipsoidal height was determined by GPS observations DH6670.and is referenced to NAD 83. DH6670 DH6670.The geoid height was determined by GEOID03. DH6670 DH6670; North East Units Scale Factor Converg. DH6670;SPC CA 4 - 651,305.109 1,851,782.754 MT 0.99994130 -0 59 22.0 DH6670;SPC CA 4 - 2,136,823.51 6,075,390.59 sFT 0.99994130 -0 59 22.0 DH6670;UTM 10 - 4,062,526.262 709,208.057 MT 1.00013925 +1 23 57.7 DH6670 DH6670! - Elev Factor x Scale Factor = Combined Factor DH6670!SPC CA 4 - 0.99997844 x 0.99994130 = 0.99991974 DH6670!UTM 10 - 0.99997844 x 1.00013925 = 1.00011769 DH6670 DH6670 SUPERSEDED SURVEY CONTROL DH6670 DH6670.No superseded survey control is available for this station. DH6670 DH6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0920862526(NAD 83) DH6670_MARKER: DD = SURVEY DISK DH6670_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DH6670_SP_SET: CONCRETE SIDEWALK DH6670_STAMPING: ANDREW 2 2003 DH6670_MARK LOGO: CADT DH6670_MAGNETIC: N = NO MAGNETIC MATERIAL DH6670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6670+STABILITY: SURFACE MOTION DH6670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6670+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6670 DH6670 HISTORY - Date Condition Report By DH6670 HISTORY - 20030219 MONUMENTED CADT DH6670 DH6670 STATION DESCRIPTION DH6670 DH6670'DESCRIBED BY CALTRANS 2003 (GC) DH6670'THE STATION IS LOCATED IN FRESNO COUNTY, ABOUT 16 MILES SOUTHWEST OF DH6670'THE CITY OF MENDOTA AND ABOUT 18 MILES NORTHWEST OF THE CITY OF DH6670'TRANQUILITY. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE DH6670'5 AND STATE ROUTE 33 WHICH IS ABOUT 22 MILES SOUTH OF THE CITY OF DH6670'MENDOTA, GO NORTHWEST 15.7 MILES ON INTERSTATE 5 TO MANNING AVENUE, DH6670'CONTINUE NORTHWEST 6.7 MILES ON INTERSTATE 5 TO THE RUSSELL AVENUE DH6670'OFFRAMP, CONTINUE 0.2 MILES ALONG OFFRAMP TO RUSSELL AVENUE, TURN LEFT DH6670'(SOUTH), GO SOUTH 0.1 MILES ON RUSSELL AVENUE TO THE STATION ON THE DH6670'RIGHT (WEST). THE MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK STAMPED DH6670'ANDREW2 2003, SET FLUSH IN A CONCRETE SIDEWALK THE STATION IS LOCATED DH6670'IN THE SOUTHWEST CORNER OF RUSSELL AVENUE OVERCROSSING, ABOUT 100 FT DH6670'SOUTH OF INTERSTATE 5 CENTERLINE, 15.4 FT WEST OF RUSSELL AVENUE DH6670'CENTERLINE, 6.6 FT NORTH OF THE SOUTH END OF THE BRIDGE. THIS STATION DH6670'WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION DH6670'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4155 *********************************************************************** GU4155 HT_MOD - This is a Height Modernization Survey Station. GU4155 DESIGNATION - B 1445 GU4155 PID - GU4155 GU4155 STATE/COUNTY- CA/FRESNO GU4155 USGS QUAD - TRES PICOS FARMS (1978) GU4155 GU4155 *CURRENT SURVEY CONTROL GU4155 ___________________________________________________________________ GU4155* NAD 83(1998)- 36 25 42.96928(N) 120 17 45.65140(W) ADJUSTED GU4155* NAVD 88 - 102.31 (meters) 335.7 (feet) GPS OBS GU4155 ___________________________________________________________________ GU4155 EPOCH DATE - 2004.50 GU4155 X - -2,591,932.094 (meters) COMP GU4155 Y - -4,436,268.597 (meters) COMP GU4155 Z - 3,766,603.615 (meters) COMP GU4155 LAPLACE CORR- -1.80 (seconds) DEFLEC99 GU4155 ELLIP HEIGHT- 68.71 (meters) (06/30/05) GPS OBS GU4155 GEOID HEIGHT- -33.56 (meters) GEOID03 GU4155 GU4155 HORZ ORDER - B GU4155 ELLP ORDER - FOURTH CLASS I GU4155 GU4155.The horizontal coordinates were established by GPS observations GU4155.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU4155.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU4155.DATUM ITEM on the data sheet items page. GU4155.The horizontal coordinates are valid at the epoch date displayed above. GU4155.The epoch date for horizontal control is a decimal equivalence GU4155.of Year/Month/Day. GU4155 GU4155.The orthometric height was determined by GPS observations and a GU4155.high-resolution geoid model using precise GPS observation and GU4155.processing techniques. It supersedes the leveled height previously GU4155.determined for this station. GU4155 GU4155.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4155 GU4155.The Laplace correction was computed from DEFLEC99 derived deflections. GU4155 GU4155.The ellipsoidal height was determined by GPS observations GU4155.and is referenced to NAD 83. GU4155 GU4155.The geoid height was determined by GEOID03. GU4155 GU4155; North East Units Scale Factor Converg. GU4155;SPC CA 4 - 622,316.501 1,883,791.872 MT 0.99994666 -0 46 23.5 GU4155;SPC CA 4 - 2,041,716.72 6,180,407.17 sFT 0.99994666 -0 46 23.5 GU4155;UTM 10 - 4,034,886.542 742,405.040 MT 1.00032403 +1 36 23.3 GU4155 GU4155! - Elev Factor x Scale Factor = Combined Factor GU4155!SPC CA 4 - 0.99998922 x 0.99994666 = 0.99993588 GU4155!UTM 10 - 0.99998922 x 1.00032403 = 1.00031324 GU4155 GU4155 SUPERSEDED SURVEY CONTROL GU4155 GU4155 NAVD 88 (06/15/91) 102.644 (m) 336.76 (f) ADJUSTED 1 2 GU4155 GU4155.Superseded values are not recommended for survey control. GU4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4155.See file dsdata.txt to determine how the superseded data were derived. GU4155 GU4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4240534887(NAD 83) GU4155_MARKER: I = METAL ROD GU4155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GU4155_SP_SET: STAINLESS STEEL ROD IN SLEEVE GU4155_STAMPING: B 1445 1989 GU4155_MARK LOGO: NGS GU4155_PROJECTION: FLUSH GU4155_MAGNETIC: N = NO MAGNETIC MATERIAL GU4155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4155+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU4155_ROD/PIPE-DEPTH: 15.8 meters GU4155_SLEEVE-DEPTH : 12.2 meters GU4155 GU4155 HISTORY - Date Condition Report By GU4155 HISTORY - 1989 MONUMENTED NGS GU4155 HISTORY - 20040901 GOOD CSRC GU4155 GU4155 STATION DESCRIPTION GU4155 GU4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GU4155'77.5 KM (48.15 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM GU4155'THE DOS AMIGOS PUMP PLANT, 17.2 M (56.4 FT) WEST OF BENCH MARK K 1262 GU4155'BOR, 16.4 M (53.8 FT) NORTHEAST OF THE CENTER OF A GATE, 8.0 M GU4155'(26.2 FT) SOUTH OF THE CENTER OF WHITNEY AVENUE, 7.3 M (24.0 FT) EAST GU4155'OF THE CENTER OF THE SOUTHWEST CANAL ROAD, 1.6 M (5.2 FT) EAST OF A GU4155'FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE GU4155'ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. GU4155 GU4155 STATION RECOVERY (2004) GU4155 GU4155'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU4155'STATION IS ABOUT 11 MILES WEST OF THE TOWN OF FIVE POINTS, AT THE MT. GU4155'WHITNEY OVERPASS OF THE CALIFORNIA AQUEDUCT AT AQUEDUCT MILEPOST GU4155'134.89. TO REACH FROM THE INTERSECTION OF I-5 AND HWY 33 NORTH. GO GU4155'NORTH ON HWY 33 FOR 0.8 KM (0.5 MILES) TO A SIDE ROAD RIGHT, HARLAN GU4155'AVE. GO RIGHT (EAST) ON HARLAN AVE. 4.5 KM (2.8 MILES) WHERE HARLAN GU4155'AVE BEARS RIGHT (SOUTH) AND BECOMES STANISLAUS RD. GO SOUTH ON GU4155'STANISLAUS 1.6 KM (1.0 MILES) TO A SIDE ROAD LEFT, MT. WHITNEY RD. GO GU4155'LEFT (EAST) ON MT. WHITNEY 3.7 KM (2.3 MILES) TO THE AQUEDUCT AND GU4155'THE STATION ON THE RIGHT. STATION IS LOCATED NEAR THE SOUTHWEST GU4155'CORNER OF THE OVERPASS NEAR THE END OF THE GUARDRAIL. THIS STATION GU4155'WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION GU4155'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1050 *********************************************************************** GT1050 DESIGNATION - B 548 GT1050 PID - GT1050 GT1050 STATE/COUNTY- CA/FRESNO GT1050 USGS QUAD - VANGUARD (1981) GT1050 GT1050 *CURRENT SURVEY CONTROL GT1050 ___________________________________________________________________ GT1050* NAD 83(1986)- 36 15 20. (N) 119 57 52. (W) SCALED GT1050* NAVD 88 - 77.12 (+/-2cm) 253.0 (feet) VERTCON GT1050 ___________________________________________________________________ GT1050 GEOID HEIGHT- -33.67 (meters) GEOID03 GT1050 GT1050 VERT ORDER - FIRST CLASS II (See Below) GT1050 GT1050.The horizontal coordinates were scaled from a topographic map and have GT1050.an estimated accuracy of +/- 6 seconds. GT1050 GT1050.The NAVD 88 height was computed by applying the VERTCON shift value to GT1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1050.The vertical order pertains to the NGVD 29 superseded value. GT1050 GT1050.The geoid height was determined by GEOID03. GT1050 GT1050; North East Units Estimated Accuracy GT1050;SPC CA 4 - 602,770. 1,913,330. MT (+/- 180 meters Scaled) GT1050 GT1050 SUPERSEDED SURVEY CONTROL GT1050 GT1050 NGVD 29 (??/??/92) 76.242 (m) 250.14 (f) ADJ UNCH 1 2 GT1050 GT1050.Superseded values are not recommended for survey control. GT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1050.See file dsdata.txt to determine how the superseded data were derived. GT1050 GT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA336163(NAD 83) GT1050_MARKER: DD = SURVEY DISK GT1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1050_SP_SET: 75 FEET GT1050_STAMPING: B 548 1957 75 D GT1050_MARK LOGO: CGS GT1050_MAGNETIC: O = OTHER; SEE DESCRIPTION GT1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1050+STABILITY: SURFACE MOTION GT1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1050+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT1050 GT1050 HISTORY - Date Condition Report By GT1050 HISTORY - 1957 MONUMENTED CGS GT1050 HISTORY - 1972 GOOD NGS GT1050 HISTORY - 1982 GOOD LOCSUR GT1050 HISTORY - 20040701 GOOD CADT GT1050 GT1050 STATION DESCRIPTION GT1050 GT1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 GT1050'11.3 MI NE FROM HURON. GT1050'3.7 MILES NORTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GT1050'HURON, THENCE 7.6 MILES EAST ALONG STATE HIGHWAY 198, IN R18E GT1050'T19S, NEAR THE CENTER OF THE NORTH BOUNDARY OF THE NORTHEAST GT1050'QUARTER OF SECTION 25, 0.35 MILE WEST OF FRESNO-KINGS COUNTY GT1050'LINE, AT THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD, GT1050'90 YARDS NORTHEAST OF THE VANGUARD SPUR TRACK SWITCH, 361.1 GT1050'FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM BENCH MARK L 58 GT1050'(DPW), 234.1 FEET EAST OF BENCH MARK E 807, 59 FEET SOUTHEAST GT1050'OF THE CENTER OF THE RAILROAD CROSSING, 35 1/2 FEET SOUTH OF THE GT1050'CENTR LINE OF THE HIGHWAY, 8.6 FEET NORTH OF THE NORTH RAIL OF GT1050'A SPUR TRACK LEADING EAST, 3 FEET SOUTHWEST OF A TELEPHONE POLE, GT1050'IN THE CENTER OF THREE WITNESS POSTS, ABOUT 1 FOOT LOWER THAN GT1050'THE HIGHWAY, AND CLAMPED ON THE TOP OF A 1/2-INCH COPPER COATED GT1050'STEEL ROD IN A 3/4-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE. GT1050'THE ROD WAS DRIVEN 75 FEET INTO THE GROUND TO SUDDEN REFUSAL. GT1050'A SMALL GROOVE WAS CUT ON THE SIDE OF THE ROD EVEN WITH THE GT1050'TOP OF THE IRON PIPE. GT1050 GT1050 STATION RECOVERY (1972) GT1050 GT1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1050'RECOVERED IN GOOD CONDITION. GT1050 GT1050 STATION RECOVERY (1982) GT1050 GT1050'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 GT1050'RECOVERED IN GOOD CONDITION. GT1050 GT1050 STATION RECOVERY (2004) GT1050 GT1050'RECOVERY NOTE BY CALTRANS 2004 (AO) GT1050'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT1050'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1050'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1764 *********************************************************************** GU1764 HT_MOD - This is a Height Modernization Survey Station. GU1764 DESIGNATION - B 984 GU1764 PID - GU1764 GU1764 STATE/COUNTY- CA/FRESNO GU1764 USGS QUAD - DOMENGINE RANCH (1979) GU1764 GU1764 *CURRENT SURVEY CONTROL GU1764 ___________________________________________________________________ GU1764* NAD 83(1998)- 36 18 49.54216(N) 120 18 16.86929(W) ADJUSTED GU1764* NAVD 88 - 200.01 (meters) 656.2 (feet) GPS OBS GU1764 ___________________________________________________________________ GU1764 EPOCH DATE - 2004.50 GU1764 X - -2,596,456.543 (meters) COMP GU1764 Y - -4,442,468.737 (meters) COMP GU1764 Z - 3,756,400.504 (meters) COMP GU1764 LAPLACE CORR- -6.82 (seconds) DEFLEC99 GU1764 ELLIP HEIGHT- 166.48 (meters) (06/30/05) GPS OBS GU1764 GEOID HEIGHT- -33.49 (meters) GEOID03 GU1764 GU1764 HORZ ORDER - B GU1764 VERT ORDER - FIRST CLASS II (See Below) GU1764 ELLP ORDER - FOURTH CLASS I GU1764 GU1764.The horizontal coordinates were established by GPS observations GU1764.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1764.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1764.DATUM ITEM on the data sheet items page. GU1764.The horizontal coordinates are valid at the epoch date displayed above. GU1764.The epoch date for horizontal control is a decimal equivalence GU1764.of Year/Month/Day. GU1764 GU1764.The orthometric height was determined by GPS observations and a GU1764.high-resolution geoid model using precise GPS observation and GU1764.processing techniques. GU1764.The vertical order pertains to the NGVD 29 superseded value. GU1764 GU1764.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1764 GU1764.The Laplace correction was computed from DEFLEC99 derived deflections. GU1764 GU1764.The ellipsoidal height was determined by GPS observations GU1764.and is referenced to NAD 83. GU1764 GU1764.The geoid height was determined by GEOID03. GU1764 GU1764; North East Units Scale Factor Converg. GU1764;SPC CA 4 - 609,585.413 1,882,841.266 MT 0.99995551 -0 46 42.1 GU1764;SPC CA 4 - 1,999,948.14 6,177,288.39 sFT 0.99995551 -0 46 42.1 GU1764;UTM 10 - 4,022,122.231 741,983.219 MT 1.00032153 +1 35 49.0 GU1764 GU1764! - Elev Factor x Scale Factor = Combined Factor GU1764!SPC CA 4 - 0.99997387 x 0.99995551 = 0.99992938 GU1764!UTM 10 - 0.99997387 x 1.00032153 = 1.00029539 GU1764 GU1764 SUPERSEDED SURVEY CONTROL GU1764 GU1764 NGVD 29 (??/??/92) 198.974 (m) 652.80 (f) ADJ UNCH 1 2 GU1764 GU1764.Superseded values are not recommended for survey control. GU1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1764.See file dsdata.txt to determine how the superseded data were derived. GU1764 GU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4198322122(NAD 83) GU1764_MARKER: DB = BENCH MARK DISK GU1764_SETTING: 66 = SET IN ROCK OUTCROP GU1764_SP_SET: OUTCROP GU1764_STAMPING: B 984 1964 GU1764_MARK LOGO: CGS GU1764_MAGNETIC: N = NO MAGNETIC MATERIAL GU1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU1764+STABILITY: POSITION/ELEVATION WELL GU1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1764+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1764 GU1764 HISTORY - Date Condition Report By GU1764 HISTORY - 1964 MONUMENTED CGS GU1764 HISTORY - 1972 GOOD NGS GU1764 HISTORY - 1983 GOOD NGS GU1764 HISTORY - 20040901 GOOD CSRC GU1764 GU1764 STATION DESCRIPTION GU1764 GU1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 GU1764'4.8 MI N FROM OILFIELDS. GU1764'4.85 MILES NORTH ALONG STATE HIGHWAY 33 FROM OIL KING SCHOOL GU1764'AT OILFIELDS, IN R15E T19S S2, 0.05 MILE NORTH OF CULVERT B MI. GU1764'4.88, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 0.6 FOOT GU1764'ABOVE THE GROUND, 49 1/2 FEET EAST OF THE CENTER LINE OF A GU1764'TIDEWATER OIL COMPANY ROAD WEST TO MACK STATION, 191.6 FEET GU1764'NORTHWEST OF BENCH MARK C 984, 0.6 FOOT WEST OF A FENCE, AND GU1764'ABOUT 11 FEET HIGHER THAN THE HIGHWAY. GU1764 GU1764 STATION RECOVERY (1972) GU1764 GU1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1764'RECOVERED IN GOOD CONDITION. GU1764 GU1764 STATION RECOVERY (1983) GU1764 GU1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1764'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. GU1764'7.7 KM (4.8 MI) NORTH ALONG OLD STATE HIGHWAY 33 FROM THE OIL KING GU1764'SCHOOL IN OILFIELDS, IN TOP OF AND 1.2 METERS (4 FT) NORTH OF THE GU1764'SOUTH END OF A 3 BY 30 FOOT PORTION OF A SANDSTONE RIDGE PROJECTING GU1764'1.5 FEET ABOVE THE SURFACE OF THE GROUND, 15.1 METERS (49.5 FT) EAST GU1764'OF THE HIGHWAY CENTERLINE, 58.2 METERS (191 FT) NORTH OF THE EXTENDED GU1764'CENTER OF A ROAD LEADING NORTHWEST, 58.4 METERS (191.5 FT) GU1764'NORTH-NORTHWEST OF BM C 984, 0.15 METER (0.5 FT) WEST OF A FENCE. GU1764'THE MARK IS 0.6 METERS SE FROM A WITNESS POST. GU1764'THE MARK IS 3.5 M ABOVE THE HIGHWAY. GU1764 GU1764 STATION RECOVERY (2004) GU1764 GU1764'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1764'STATION IS 4.8 MI NORTH OF THE TOWN OF OILFIELDS, 8 MI NORTH OF GU1764'COALINGA. TO REACH THE STATION FROM THE INTERSECTION OF I-5 AND HWY 33 GU1764'SOUTH, GO SOUTHWEST ON HWY 33 FOR 3.2 KM (2.0 MILES) TO A SIDE ROAD GU1764'RIGHT, COALINGA-MENDOTA RD. GO RIGHT (NORTH) ON COALINGA-MENDOTA RD. GU1764'3.5 KM (2.2 MILES) TO A GATE ON THE LEFT FOR 28965 SO. DERRICK RD. GU1764'AKA COALINGA-MENDOTA RD. CONTINUE NORTH 0.08 KM (0.05 MILES) TO THE GU1764'STATION ON THE RIGHT. THE STATION IS 57.9 M (190 FT) NORTH OF A GATE GU1764'AND 3.0 M (10 FT) HIGHER THAN THE ROAD. IT IS WEST OF THE FENCE LINE. GU1764'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU1764'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2029 *********************************************************************** GT2029 DESIGNATION - BOSTON AZ MK GT2029 PID - GT2029 GT2029 STATE/COUNTY- CA/FRESNO GT2029 USGS QUAD - VANGUARD (1981) GT2029 GT2029 *CURRENT SURVEY CONTROL GT2029 ___________________________________________________________________ GT2029* NAD 83(1992)- 36 15 20.45061(N) 119 59 08.24677(W) ADJUSTED GT2029* NAVD 88 - 80.1 (meters) 263. (feet) VERTCON GT2029 ___________________________________________________________________ GT2029 EPOCH DATE - 1991.35 GT2029 LAPLACE CORR- 3.00 (seconds) DEFLEC99 GT2029 GEOID HEIGHT- -33.71 (meters) GEOID03 GT2029 GT2029 HORZ ORDER - THIRD GT2029 GT2029.The horizontal coordinates were established by classical geodetic methods GT2029.and adjusted by the National Geodetic Survey in March 1994. GT2029.No horizontal observational check was made to the station. GT2029.The horizontal coordinates are valid at the epoch date displayed above. GT2029.The epoch date for horizontal control is a decimal equivalence GT2029.of Year/Month/Day. GT2029 GT2029.The NAVD 88 height was computed by applying the VERTCON shift value to GT2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2029 GT2029.The Laplace correction was computed from DEFLEC99 derived deflections. GT2029 GT2029.The geoid height was determined by GEOID03. GT2029 GT2029; North East Units Scale Factor Converg. GT2029;SPC CA 4 - 602,799.470 1,911,425.205 MT 0.99996151 -0 35 16.8 GT2029;SPC CA 4 - 1,977,684.59 6,271,067.53 sFT 0.99996151 -0 35 16.8 GT2029;UTM 11 - 4,016,443.293 231,747.286 MT 1.00048672 -1 46 00.2 GT2029;UTM 10 - 4,016,523.381 770,836.727 MT 1.00050389 +1 47 01.5 GT2029 GT2029! - Elev Factor x Scale Factor = Combined Factor GT2029!SPC CA 4 - 0.99999272 x 0.99996151 = 0.99995423 GT2029!UTM 11 - 0.99999272 x 1.00048672 = 1.00047944 GT2029!UTM 10 - 0.99999272 x 1.00050389 = 1.00049661 GT2029 GT2029 SUPERSEDED SURVEY CONTROL GT2029 GT2029 NAD 83(1986)- 36 15 20.44966(N) 119 59 08.24631(W) AD(1984.00) 3 GT2029 NAD 27 - 36 15 20.62075(N) 119 59 04.75136(W) AD( ) 3 GT2029 NGVD 29 (07/19/86) 79.2 (m) 260. (f) VERT ANG GT2029 GT2029.Superseded values are not recommended for survey control. GT2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2029.See file dsdata.txt to determine how the superseded data were derived. GT2029 GT2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3174716443(NAD 83) GT2029_MARKER: DD = SURVEY DISK GT2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2029_STAMPING: BOSTON 1973 AZIMUTH MARK GT2029_MARK LOGO: CADT GT2029_MAGNETIC: O = OTHER; SEE DESCRIPTION GT2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2029+STABILITY: SURFACE MOTION GT2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2029+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT2029 GT2029 HISTORY - Date Condition Report By GT2029 HISTORY - 1973 MONUMENTED CADT GT2029 HISTORY - 20040701 GOOD CADT GT2029 GT2029 STATION DESCRIPTION GT2029 GT2029'DESCRIBED BY CALTRANS 1973 (HF) GT2029'MARK, STAMPED BOSTON 1973 AZIMUTH MARK, IS A STANDARD 3 1/2-INCH GT2029'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK CEMENTED IN A DRILL HOLE GT2029'AND SET IN THE CONCRETE BASE OF A 14-INCH BROOKS WATER METER. IT GT2029'IS 86 FEET NORTH OF THE CENTER OF STATE HIGHWAY 198, 65 FEET GT2029'NORTHEAST OF A 4 X 4-INCH WOODEN POST AT AN IRRIGATION VALVE AND GT2029'5 FEET NORTH-NORTHEAST OF A 12-INCH CONCRETE IRRIGATION RISER GT2029'PROJECTING 14 INCHES. GT2029 GT2029 STATION RECOVERY (2004) GT2029 GT2029'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2029'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT2029'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2029'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0476 *********************************************************************** GU0476 HT_MOD - This is a Height Modernization Survey Station. GU0476 DESIGNATION - C 234 RESET 1959 GU0476 PID - GU0476 GU0476 STATE/COUNTY- CA/FRESNO GU0476 USGS QUAD - DOS PALOS (1984) GU0476 GU0476 *CURRENT SURVEY CONTROL GU0476 ___________________________________________________________________ GU0476* NAD 83(1998)- 36 57 24.87763(N) 120 38 24.75041(W) ADJUSTED GU0476* NAVD 88 - 36.31 (meters) 119.1 (feet) GPS OBS GU0476 ___________________________________________________________________ GU0476 EPOCH DATE - 2004.50 GU0476 X - -2,600,654.846 (meters) COMP GU0476 Y - -4,390,432.317 (meters) COMP GU0476 Z - 3,813,574.810 (meters) COMP GU0476 LAPLACE CORR- 1.70 (seconds) DEFLEC99 GU0476 ELLIP HEIGHT- 2.95 (meters) (06/30/05) GPS OBS GU0476 GEOID HEIGHT- -33.31 (meters) GEOID03 GU0476 GU0476 HORZ ORDER - B GU0476 VERT ORDER - FIRST CLASS II (See Below) GU0476 ELLP ORDER - FOURTH CLASS I GU0476 GU0476.The horizontal coordinates were established by GPS observations GU0476.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0476.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0476.DATUM ITEM on the data sheet items page. GU0476.The horizontal coordinates are valid at the epoch date displayed above. GU0476.The epoch date for horizontal control is a decimal equivalence GU0476.of Year/Month/Day. GU0476 GU0476.The orthometric height was determined by GPS observations and a GU0476.high-resolution geoid model using precise GPS observation and GU0476.processing techniques. GU0476.The vertical order pertains to the NGVD 29 superseded value. GU0476 GU0476.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0476 GU0476.The Laplace correction was computed from DEFLEC99 derived deflections. GU0476 GU0476.The ellipsoidal height was determined by GPS observations GU0476.and is referenced to NAD 83. GU0476 GU0476.The geoid height was determined by GEOID03. GU0476 GU0476; North East Units Scale Factor Converg. GU0476;SPC CA 4 - 681,403.828 1,853,933.284 MT 0.99995741 -0 58 42.7 GU0476;SPC CA 4 - 2,235,572.39 6,082,446.12 sFT 0.99995741 -0 58 42.7 GU0476;UTM 10 - 4,092,694.384 710,100.003 MT 1.00014382 +1 25 09.3 GU0476 GU0476! - Elev Factor x Scale Factor = Combined Factor GU0476!SPC CA 4 - 0.99999954 x 0.99995741 = 0.99995695 GU0476!UTM 10 - 0.99999954 x 1.00014382 = 1.00014336 GU0476 GU0476 SUPERSEDED SURVEY CONTROL GU0476 GU0476 NGVD 29 (??/??/92) 35.808 (m) 117.48 (f) ADJ UNCH 1 2 GU0476 GU0476.Superseded values are not recommended for survey control. GU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0476.See file dsdata.txt to determine how the superseded data were derived. GU0476 GU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1010092694(NAD 83) GU0476_MARKER: DB = BENCH MARK DISK GU0476_SETTING: 30 = SET IN A LIGHT STRUCTURE GU0476_SP_SET: CULVERT HEADWALL GU0476_STAMPING: C 234 RESET 1959 GU0476_MARK LOGO: CGS GU0476_MAGNETIC: N = NO MAGNETIC MATERIAL GU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0476+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0476 GU0476 HISTORY - Date Condition Report By GU0476 HISTORY - 1959 MONUMENTED CGS GU0476 HISTORY - 1972 GOOD NGS GU0476 HISTORY - 20040519 GOOD CADT GU0476 GU0476 STATION DESCRIPTION GU0476 GU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GU0476'1 MI SE FROM SOUTH DOS PALOS. GU0476'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM GU0476'THE STATION AT SOUTH DOS PALOS, 52 FEET NORTHEAST AND ACROSS GU0476'THE TRACK FROM MILEPOLE 154, IN TOP OF THE NORTHWEST END OF THE GU0476'NORTHEAST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT UNDER THE GU0476'TRACK, 7.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 88 FEET GU0476'SOUTHWEST OF THE CENTER LINE OF DOS PALOS AVENUE, 1.2 FEET GU0476'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT 1 1/2 GU0476'FEET LOWER THAN THE TRACK. GU0476 GU0476 STATION RECOVERY (1972) GU0476 GU0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0476'RECOVERED IN GOOD CONDITION. GU0476 GU0476 STATION RECOVERY (2004) GU0476 GU0476'RECOVERY NOTE BY CALTRANS 2004 (DK) GU0476'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU0476'THE STATION IS ABOUT 14 MILES SOUTHEAST OF THE CITY OF LOS BANOS AND GU0476'ABOUT 4 MILES SOUTHWEST OF THE CITY OF DOS PALOS. TO REACH THE GU0476'STATION FROM THE INTERSECTION OF STATE HIGHWAY 33 AND STATE HIGHWAY GU0476'152, WHICH IS ABOUT 12 MILES EAST OF THE CITY OF LOS BANOS, GO SOUTH GU0476'4 MILES ALONG HWY 33 TO THE NORTHERN CITY LIMITS OF DOS PALOS, GU0476'CONTINUE SOUTHERLY ALONG HWY 33 FOR 2.9 MILES TO MERRILL AVENUE, GO GU0476'RIGHT (WEST) ALONG MERRILL AVENUE 0.8 MILES, (MERRILL AVENUE BECOMES GU0476'DOS PALOS ROAD) TO THE STATION ON THE LEFT (SOUTHWEST). THE MONUMENT GU0476'IS A 3. 5 INCH USCGS BRASS DISK STAMPED C 234 RESET 1959, SET FLUSH ON GU0476'THE WEST END OF A CONCRETE HEADWALL, 144 METERS SOUTHEAST OF A GU0476'TELEPHONE CABLE PEDESTAL AND FIBER OPTIC WARNING POST, 58.4 METERS GU0476'SOUTHWEST OF A TELEPHONE CABLE PEDESTAL AND FIBER OPTIC WARNING POST, GU0476'26.2 METERS SOUTH OF THE CENTERLINE OF DOS PALOS ROAD AND 6.4 METERS GU0476'NORTH OF A CONCRETE HEADWALL FLUSH WITH THE SURROUNDING SOIL. THE GU0476'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU0476'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6645 *********************************************************************** DH6645 HT_MOD - This is a Height Modernization Survey Station. DH6645 DESIGNATION - CLINE DH6645 PID - DH6645 DH6645 STATE/COUNTY- CA/FRESNO DH6645 USGS QUAD - MONOCLINE RIDGE (1971) DH6645 DH6645 *CURRENT SURVEY CONTROL DH6645 ___________________________________________________________________ DH6645* NAD 83(1998)- 36 33 14.13889(N) 120 31 04.64809(W) ADJUSTED DH6645* NAVD 88 - 181.75 (meters) 596.3 (feet) GPS OBS DH6645 ___________________________________________________________________ DH6645 EPOCH DATE - 2004.50 DH6645 X - -2,604,929.738 (meters) COMP DH6645 Y - -4,419,125.343 (meters) COMP DH6645 Z - 3,777,831.732 (meters) COMP DH6645 LAPLACE CORR- -4.81 (seconds) DEFLEC99 DH6645 ELLIP HEIGHT- 148.37 (meters) (06/30/05) GPS OBS DH6645 GEOID HEIGHT- -33.34 (meters) GEOID03 DH6645 DH6645 HORZ ORDER - B DH6645 ELLP ORDER - FOURTH CLASS I DH6645 DH6645.The horizontal coordinates were established by GPS observations DH6645.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6645.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6645.DATUM ITEM on the data sheet items page. DH6645.The horizontal coordinates are valid at the epoch date displayed above. DH6645.The epoch date for horizontal control is a decimal equivalence DH6645.of Year/Month/Day. DH6645 DH6645.The orthometric height was determined by GPS observations and a DH6645.high-resolution geoid model using precise GPS observation and DH6645.processing techniques. DH6645 DH6645.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6645 DH6645.The Laplace correction was computed from DEFLEC99 derived deflections. DH6645 DH6645.The ellipsoidal height was determined by GPS observations DH6645.and is referenced to NAD 83. DH6645 DH6645.The geoid height was determined by GEOID03. DH6645 DH6645; North East Units Scale Factor Converg. DH6645;SPC CA 4 - 636,512.597 1,864,112.457 MT 0.99994155 -0 54 20.1 DH6645;SPC CA 4 - 2,088,291.75 6,115,842.29 sFT 0.99994155 -0 54 20.1 DH6645;UTM 10 - 4,048,256.717 722,146.077 MT 1.00020803 +1 28 43.9 DH6645 DH6645! - Elev Factor x Scale Factor = Combined Factor DH6645!SPC CA 4 - 0.99997672 x 0.99994155 = 0.99991827 DH6645!UTM 10 - 0.99997672 x 1.00020803 = 1.00018474 DH6645 DH6645 SUPERSEDED SURVEY CONTROL DH6645 DH6645.No superseded survey control is available for this station. DH6645 DH6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2214648257(NAD 83) DH6645_MARKER: DD = SURVEY DISK DH6645_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6645+WITH SETTING: PAVEMENT DH6645_SP_SET: SEE TEXT DH6645_STAMPING: CLINE 2004 DH6645_MARK LOGO: CSRC DH6645_MAGNETIC: N = NO MAGNETIC MATERIAL DH6645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6645+STABILITY: SURFACE MOTION DH6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6645+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6645 DH6645 HISTORY - Date Condition Report By DH6645 HISTORY - 20040601 MONUMENTED CSRC DH6645 DH6645 STATION DESCRIPTION DH6645 DH6645'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6645'STATION IS LOCATED ON AN OVERPASS OF I-5 ABOUT 15 MI SOUTHWEST OF DH6645'MENDOTA AND 64.4 KM (40 MILES) SOUTHEAST OF LOS BANOS. TO REACH FROM DH6645'THE MANNING AVE. INTERCHANGE AT I-5, WHICH IS ONE EXIT OR ABOUT 3.25 DH6645'MI SOUTHEAST OF THE I-5/PANOCHE RD INTERCHANGE, GO EAST ON MANNING DH6645'AVE. FOR 6.3 KM (3.9 MILES) TO THE INTERSECTION WITH SOUTH NEWCOMB DH6645'AVE., WHICH IS AN UNMARKED DIRT ROAD. TURN RIGHT AND TRAVEL SOUTH 4.7 DH6645'KM (2.9 MILES) TO AN ORCHARD. THE ROAD DOGLEGS TO THE LEFT. CONTINUE DH6645'SOUTH FOR ANOTHER 0.6 KM (0.4 MILES) AND TURN SHARPLY TO THE RIGHT. DH6645'TRAVEL WESTERLY ANOTHER 0.2 KM (0.15 MILES) TO THE STATION ON THE DH6645'RIGHT JUST BEFORE THE OVERPASS BRIDGE OVER I-5, BRIDGE NO.42-244. DH6645'STATION IS ABOUT 0.08 KM (0.05 MILES) NORTHEAST OF THE CENTERLINE OF DH6645'I-5, 3.8 M (12.5 FT) NORTHWEST OF THE CENTERLINE OF THE OVERPASS DH6645'ROAD, 0.2 M (0.6 FT) NORTHWEST OF THE SOUTHEAST FACE OF THE NORTHWEST DH6645'CURB, 0.6 M (2 FT) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE DH6645'ABUTMENT, AND 0.3 M (0.9 FT) ABOVE ROADWAY. MONUMENT IS A CSRC 3-INCH DH6645'ALUMINUM DISK SET FLUSH IN CONCRETE. THIS STATION WAS OBSERVED AS PART DH6645'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6645'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4159 *********************************************************************** GU4159 DESIGNATION - D 1445 GU4159 PID - GU4159 GU4159 STATE/COUNTY- CA/FRESNO GU4159 USGS QUAD - CALFLAX (1971) GU4159 GU4159 *CURRENT SURVEY CONTROL GU4159 ___________________________________________________________________ GU4159* NAD 83(1986)- 36 15 47. (N) 120 06 10. (W) SCALED GU4159* NAVD 88 - 97.132 (meters) 318.67 (feet) ADJUSTED GU4159 ___________________________________________________________________ GU4159 GEOID HEIGHT- -33.83 (meters) GEOID03 GU4159 DYNAMIC HT - 97.047 (meters) 318.39 (feet) COMP GU4159 MODELED GRAV- 979,758.6 (mgal) NAVD 88 GU4159 GU4159 VERT ORDER - FIRST CLASS II GU4159 GU4159.The horizontal coordinates were scaled from a topographic map and have GU4159.an estimated accuracy of +/- 6 seconds. GU4159 GU4159.The orthometric height was determined by differential leveling GU4159.and adjusted by the National Geodetic Survey in June 1991. GU4159 GU4159.The geoid height was determined by GEOID03. GU4159 GU4159.The dynamic height is computed by dividing the NAVD 88 GU4159.geopotential number by the normal gravity value computed on the GU4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU4159.degrees latitude (g = 980.6199 gals.). GU4159 GU4159.The modeled gravity was interpolated from observed gravity values. GU4159 GU4159; North East Units Estimated Accuracy GU4159;SPC CA 4 - 603,730. 1,900,910. MT (+/- 180 meters Scaled) GU4159 GU4159 SUPERSEDED SURVEY CONTROL GU4159 GU4159.No superseded survey control is available for this station. GU4159 GU4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF602170(NAD 83) GU4159_MARKER: DD = SURVEY DISK GU4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU4159_SP_SET: STAINLESS STEEL ROD IN SLEEVE GU4159_STAMPING: D 1445 1989 GU4159_MARK LOGO: NGS GU4159_PROJECTION: FLUSH GU4159_MAGNETIC: O = OTHER; SEE DESCRIPTION GU4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU4159+STABILITY: SURFACE MOTION GU4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4159+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GU4159_ROD/PIPE-DEPTH: 14.6 meters GU4159_SLEEVE-DEPTH : 9.1 meters GU4159 GU4159 HISTORY - Date Condition Report By GU4159 HISTORY - 1989 MONUMENTED NGS GU4159 HISTORY - 20040701 GOOD CADT GU4159 GU4159 STATION DESCRIPTION GU4159 GU4159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GU4159'6.0 KM (3.75 MI) NORTHERLY ALONG LASSEN AVENUE FROM THE POST OFFICE IN GU4159'HURON, 64.4 M (211.3 FT) EAST OF THE CENTERLINE OF THE AVENUE, 32.7 M GU4159'(107.3 FT) WEST OF THE NORTHWEST CORNER OF THE WESTLANOS WATER GU4159'DISTRICT HURON OFFICE, 9.6 M (31.5 FT) WEST OF THE CENTER OF A GATE, GU4159'2.6 M (8.5 FT) EAST OF A FENCE CORNER, 1.3 M (4.3 FT) NORTH OF A GU4159'FENCE, AND LEVEL WITH A PARKING AREA. NOTE--ACCESS TO THE DATUM POINT GU4159'IS THROUGH A 5-INCH LOGO CAP. GU4159 GU4159 STATION RECOVERY (2004) GU4159 GU4159'RECOVERY NOTE BY CALTRANS 2004 (AO) GU4159'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU4159'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4159'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6676 *********************************************************************** DH6676 HT_MOD - This is a Height Modernization Survey Station. DH6676 DESIGNATION - DWIGHT DH6676 PID - DH6676 DH6676 STATE/COUNTY- CA/FRESNO DH6676 USGS QUAD - BROADVIEW FARMS (1984) DH6676 DH6676 *CURRENT SURVEY CONTROL DH6676 ___________________________________________________________________ DH6676* NAD 83(1998)- 36 49 20.09727(N) 120 30 06.41676(W) ADJUSTED DH6676* NAVD 88 - 56.26 (meters) 184.6 (feet) GPS OBS DH6676 ___________________________________________________________________ DH6676 EPOCH DATE - 2004.50 DH6676 X - -2,594,601.254 (meters) COMP DH6676 Y - -4,404,445.529 (meters) COMP DH6676 Z - 3,801,634.519 (meters) COMP DH6676 LAPLACE CORR- 2.03 (seconds) DEFLEC99 DH6676 ELLIP HEIGHT- 22.83 (meters) (06/30/05) GPS OBS DH6676 GEOID HEIGHT- -33.38 (meters) GEOID03 DH6676 DH6676 HORZ ORDER - B DH6676 ELLP ORDER - FOURTH CLASS I DH6676 DH6676.The horizontal coordinates were established by GPS observations DH6676.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6676.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6676.DATUM ITEM on the data sheet items page. DH6676.The horizontal coordinates are valid at the epoch date displayed above. DH6676.The epoch date for horizontal control is a decimal equivalence DH6676.of Year/Month/Day. DH6676 DH6676.The orthometric height was determined by GPS observations and a DH6676.high-resolution geoid model using precise GPS observation and DH6676.processing techniques. DH6676 DH6676.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6676 DH6676.The Laplace correction was computed from DEFLEC99 derived deflections. DH6676 DH6676.The ellipsoidal height was determined by GPS observations DH6676.and is referenced to NAD 83. DH6676 DH6676.The geoid height was determined by GEOID03. DH6676 DH6676; North East Units Scale Factor Converg. DH6676;SPC CA 4 - 666,260.624 1,866,025.926 MT 0.99994662 -0 53 45.4 DH6676;SPC CA 4 - 2,185,890.06 6,122,120.06 sFT 0.99994662 -0 53 45.4 DH6676;UTM 10 - 4,078,066.627 722,817.982 MT 1.00021168 +1 29 52.4 DH6676 DH6676! - Elev Factor x Scale Factor = Combined Factor DH6676!SPC CA 4 - 0.99999642 x 0.99994662 = 0.99994304 DH6676!UTM 10 - 0.99999642 x 1.00021168 = 1.00020810 DH6676 DH6676 SUPERSEDED SURVEY CONTROL DH6676 DH6676.No superseded survey control is available for this station. DH6676 DH6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2281878067(NAD 83) DH6676_MARKER: DD = SURVEY DISK DH6676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6676+WITH SETTING: PAVEMENT DH6676_SP_SET: SET IN 20 FT BY 20 FT CONC SLAB DH6676_STAMPING: DWIGHT 2003 DH6676_MARK LOGO: CADT DH6676_MAGNETIC: N = NO MAGNETIC MATERIAL DH6676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6676+STABILITY: SURFACE MOTION DH6676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6676+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6676 DH6676 HISTORY - Date Condition Report By DH6676 HISTORY - 20030219 MONUMENTED CADT DH6676 DH6676 STATION DESCRIPTION DH6676 DH6676'DESCRIBED BY CALTRANS 2003 (GXC) DH6676'THE STATION IS LOCATED IN FRESNO COUNTY, ABOUT 6 MILES NORTHWEST OF DH6676'THE CITY OF MENDOTA AND ABOUT 5 MILES SOUTHWEST OF THE CITY OF DH6676'FIREBAUGH. TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE DH6676'180 AND STATE ROUTE 33 WHICH IS IN THE CITY OF MENDOTA, GO NORTHWEST DH6676'5.1 MILES ON STATE ROUTE 33 TO BULLARD AVENUE, TURN LEFT (WEST), GO DH6676'WEST 3.1 MILES ON BULLARD AVENUE TO DOUGLAS AVENUE. CONTINUE WEST ON DH6676'BULLARD AVENUE 0.4 MILES TO THE STATION ON THE RIGHT (NORTH). THE DH6676'MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK STAMPED DWIGHT 2003, SET DH6676'FLUSH IN A 20 FT BY 30 FT CONCRETE PAD, AND ABOUT 2.5 FT HIGHER THAN DH6676'THE SURROUNDING GROUND. THE STATION IS 200 FT NORTH OF BULLARD AVENUE DH6676'CENTERLINE, 80 FT NORTHEAST OF A FENCE CORNER, 21 FT EAST OF A DH6676'CHAINLINK FENCE, 11 FT EAST OF THE WEST CONCRETE EDGE, 6 FT NORTH OF DH6676'THE SOUTH CONCRETE EDGE. THIS STATION WAS OBSERVED AS PART OF THE DH6676'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4160 *********************************************************************** GU4160 HT_MOD - This is a Height Modernization Survey Station. GU4160 DESIGNATION - E 1445 GU4160 PID - GU4160 GU4160 STATE/COUNTY- CA/FRESNO GU4160 USGS QUAD - HURON (1971) GU4160 GU4160 *CURRENT SURVEY CONTROL GU4160 ___________________________________________________________________ GU4160* NAD 83(1998)- 36 08 14.88995(N) 120 03 32.06684(W) ADJUSTED GU4160* NAVD 88 - 98.96 (meters) 324.7 (feet) GPS OBS GU4160 ___________________________________________________________________ GU4160 EPOCH DATE - 2004.50 GU4160 X - -2,583,125.667 (meters) COMP GU4160 Y - -4,463,500.631 (meters) COMP GU4160 Z - 3,740,559.616 (meters) COMP GU4160 LAPLACE CORR- -0.15 (seconds) DEFLEC99 GU4160 ELLIP HEIGHT- 64.86 (meters) (06/30/05) GPS OBS GU4160 GEOID HEIGHT- -34.06 (meters) GEOID03 GU4160 GU4160 HORZ ORDER - B GU4160 ELLP ORDER - FOURTH CLASS I GU4160 GU4160.The horizontal coordinates were established by GPS observations GU4160.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU4160.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU4160.DATUM ITEM on the data sheet items page. GU4160.The horizontal coordinates are valid at the epoch date displayed above. GU4160.The epoch date for horizontal control is a decimal equivalence GU4160.of Year/Month/Day. GU4160 GU4160.The orthometric height was determined by GPS observations and a GU4160.high-resolution geoid model using precise GPS observation and GU4160.processing techniques. It supersedes the leveled height previously GU4160.determined for this station. GU4160 GU4160.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4160 GU4160.The Laplace correction was computed from DEFLEC99 derived deflections. GU4160 GU4160.The ellipsoidal height was determined by GPS observations GU4160.and is referenced to NAD 83. GU4160 GU4160.The geoid height was determined by GEOID03. GU4160 GU4160; North East Units Scale Factor Converg. GU4160;SPC CA 4 - 589,753.738 1,904,695.111 MT 0.99997686 -0 37 54.2 GU4160;SPC CA 4 - 1,934,883.72 6,248,987.21 sFT 0.99997686 -0 37 54.2 GU4160;UTM 10 - 4,003,203.711 764,648.553 MT 1.00046307 +1 44 07.6 GU4160;UTM 11 - 4,003,531.454 224,747.069 MT 1.00053364 -1 48 18.2 GU4160 GU4160! - Elev Factor x Scale Factor = Combined Factor GU4160!SPC CA 4 - 0.99998982 x 0.99997686 = 0.99996668 GU4160!UTM 10 - 0.99998982 x 1.00046307 = 1.00045289 GU4160!UTM 11 - 0.99998982 x 1.00053364 = 1.00052346 GU4160 GU4160 SUPERSEDED SURVEY CONTROL GU4160 GU4160 NAVD 88 (06/15/91) 99.246 (m) 325.61 (f) ADJUSTED 1 2 GU4160 GU4160.Superseded values are not recommended for survey control. GU4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4160.See file dsdata.txt to determine how the superseded data were derived. GU4160 GU4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6464903204(NAD 83) GU4160_MARKER: I = METAL ROD GU4160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GU4160_SP_SET: STAINLESS STEEL ROD IN SLEEVE GU4160_STAMPING: E 1445 1989 GU4160_MARK LOGO: NGS GU4160_PROJECTION: FLUSH GU4160_MAGNETIC: N = NO MAGNETIC MATERIAL GU4160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU4160+STABILITY: POSITION/ELEVATION WELL GU4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4160+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU4160_ROD/PIPE-DEPTH: 16.8 meters GU4160_SLEEVE-DEPTH : 9.10 meters GU4160 GU4160 HISTORY - Date Condition Report By GU4160 HISTORY - 1989 MONUMENTED NGS GU4160 HISTORY - 20040901 GOOD CSRC GU4160 GU4160 STATION DESCRIPTION GU4160 GU4160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GU4160'120.4 KM (74.80 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM GU4160'THE DOS AMIGOS PUMP PLANT, 64.4 M (211.3 FT) SOUTH OF THE CENTERLINE GU4160'OF JAYNE AVENUE, 33.2 M (108.9 FT) WEST OF THE WEST EDGE OF THE CANAL GU4160'LINING, 10.7 M (35.1 FT) SOUTHWEST OF A SOUTHWEST GATE POST, 2.2 M GU4160'(7.2 FT) EAST OF A FENCE CORNER, 1.4 M (4.6 FT) SOUTH OF A WITNESS GU4160'POST AND FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD. GU4160'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. GU4160 GU4160 STATION RECOVERY (2004) GU4160 GU4160'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU4160'LOCATED 27.4 KM (17 MILES) EAST OF COALINGA AT THE JAYNE AVE. CROSSING GU4160'OF THE CALIFORNIA AQUEDUCT. TO REACH FROM THE INTERSECTION OF I-5 GU4160'AND JAYNE AVE. GO EAST ON JAYNE AVE. 9.0 KM (5.6 MILES) TO THE GU4160'CALIFORNIA AQUEDUCT AND THE STATION ON THE RIGHT. LIKEWISE FROM THE GU4160'INTERSECTION OF I-5 AND LASSEN (HWY 269) GO NORTH ON LASSEN 6.9 KM GU4160'(4.3 MILES) TO JAYNE AVE. TURN RIGHT AND GO EAST ON JAYNE AVE. 4.0 KM GU4160'(2.5 MILES) TO THE CALIFORNIA AQUEDUCT AND THE STATION ON THE RIGHT. GU4160'THE STATION IS LOCATED ON THE WEST SIDE OF THE AQUEDUCT, 64.4 M (211.3 GU4160'FT) SOUTH OF THE CENTER LINE OF JAYNE AVE., 10.7 M (35.1 FT) GU4160'SOUTHWEST OF A SOUTHWEST GATEPOST, 2.2 M (7.2 FT) EAST OF A FENCE GU4160'CORNER, 1.4 M (4.6 FT) SOUTH OF A FENCE AND WITNESS POST, AND 0.6 M GU4160'(2.0 FT) BELOW THE LEVEL OF THE ROAD. THIS STATION WAS OBSERVED AS GU4160'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4160'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1584 *********************************************************************** GU1584 DESIGNATION - E 984 GU1584 PID - GU1584 GU1584 STATE/COUNTY- CA/FRESNO GU1584 USGS QUAD - CALFLAX (1971) GU1584 GU1584 *CURRENT SURVEY CONTROL GU1584 ___________________________________________________________________ GU1584* NAD 83(1986)- 36 15 21. (N) 120 05 10. (W) SCALED GU1584* NAVD 88 - 96.045 (meters) 315.11 (feet) ADJUSTED GU1584 ___________________________________________________________________ GU1584 GEOID HEIGHT- -33.84 (meters) GEOID03 GU1584 DYNAMIC HT - 95.961 (meters) 314.83 (feet) COMP GU1584 MODELED GRAV- 979,758.4 (mgal) NAVD 88 GU1584 GU1584 VERT ORDER - FIRST CLASS I GU1584 GU1584.The horizontal coordinates were scaled from a topographic map and have GU1584.an estimated accuracy of +/- 6 seconds. GU1584 GU1584.The orthometric height was determined by differential leveling GU1584.and adjusted by the National Geodetic Survey in June 1991. GU1584 GU1584.The geoid height was determined by GEOID03. GU1584 GU1584.The dynamic height is computed by dividing the NAVD 88 GU1584.geopotential number by the normal gravity value computed on the GU1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1584.degrees latitude (g = 980.6199 gals.). GU1584 GU1584.The modeled gravity was interpolated from observed gravity values. GU1584 GU1584; North East Units Estimated Accuracy GU1584;SPC CA 4 - 602,910. 1,902,400. MT (+/- 180 meters Scaled) GU1584 GU1584 SUPERSEDED SURVEY CONTROL GU1584 GU1584.No superseded survey control is available for this station. GU1584 GU1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF618162(NAD 83) GU1584_MARKER: DB = BENCH MARK DISK GU1584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GU1584_SP_SET: COPPER-CLAD STEEL ROD GU1584_STAMPING: E 984 1964 GU1584_MARK LOGO: CGS GU1584_MAGNETIC: O = OTHER; SEE DESCRIPTION GU1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1584+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004 GU1584 GU1584 HISTORY - Date Condition Report By GU1584 HISTORY - 1964 MONUMENTED CGS GU1584 HISTORY - 1966 GOOD NGS GU1584 HISTORY - 19890214 GOOD NGS GU1584 HISTORY - 20040722 GOOD CADT GU1584 GU1584 STATION DESCRIPTION GU1584 GU1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 GU1584'4.7 MI N FROM HURON. GU1584'3.7 MILES NORTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1584'HURON, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 198, AT THE GU1584'NORTHWEST CORNER OF THE INTERSECTION OF SISKIYOW AVENUE, 64 GU1584'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF GU1584'THE CENTER LINE OF THE AVENUE, 1 1/2 FEET WEST OF POWER POLE GU1584'WITH TWO GUY WIRES, 25 FEET NORTH OF A COTTONWOOD TREE, 2.0 FEET GU1584'NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY. GU1584'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GU1584'GRADUAL REFUSAL AT A DEPTH OF 56 FEET. THE UPPER PORTION OF THE GU1584'ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GU1584'GROUND. GU1584 GU1584 STATION RECOVERY (1966) GU1584 GU1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 GU1584'RECOVERED IN GOOD CONDITION. GU1584 GU1584 STATION RECOVERY (1989) GU1584 GU1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1584'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--25 GU1584'FEET NORTH OF A COTTONWOOD TREE, AND 2.0 FEET NORTH OF A WITNESS POST. GU1584'NOTE--THE MONUMENT IS NOW 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. GU1584 GU1584 STATION RECOVERY (2004) GU1584 GU1584'RECOVERY NOTE BY CALTRANS 2004 (AO) GU1584'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU1584'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1584'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0588 *********************************************************************** GU0588 DESIGNATION - F 928 GU0588 PID - GU0588 GU0588 STATE/COUNTY- CA/FRESNO GU0588 USGS QUAD - TUMEY HILLS (1971) GU0588 GU0588 *CURRENT SURVEY CONTROL GU0588 ___________________________________________________________________ GU0588* NAD 83(1998)- 36 37 26.48339(N) 120 39 32.48832(W) ADJUSTED GU0588* NAVD 88 - 188.75 (meters) 619.3 (feet) LEVELING GU0588 ___________________________________________________________________ GU0588 EPOCH DATE - 2004.50 GU0588 X - -2,613,440.639 (meters) COMP GU0588 Y - -4,408,714.830 (meters) COMP GU0588 Z - 3,784,081.769 (meters) COMP GU0588 LAPLACE CORR- -5.72 (seconds) DEFLEC99 GU0588 ELLIP HEIGHT- 155.53 (meters) (06/30/05) GPS OBS GU0588 GEOID HEIGHT- -33.18 (meters) GEOID03 GU0588 GU0588 HORZ ORDER - B GU0588 VERT ORDER - THIRD GU0588 ELLP ORDER - FOURTH CLASS I GU0588 GU0588.The horizontal coordinates were established by GPS observations GU0588.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0588.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0588.DATUM ITEM on the data sheet items page. GU0588.The horizontal coordinates are valid at the epoch date displayed above. GU0588.The epoch date for horizontal control is a decimal equivalence GU0588.of Year/Month/Day. GU0588 GU0588.The orthometric height was determined by differential leveling. GU0588.The vertical network tie was performed by a horz. field party for horz. GU0588.obs reductions. Reset procedures were used to establish the elevation. GU0588 GU0588.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0588 GU0588.The Laplace correction was computed from DEFLEC99 derived deflections. GU0588 GU0588.The ellipsoidal height was determined by GPS observations GU0588.and is referenced to NAD 83. GU0588 GU0588.The geoid height was determined by GEOID03. GU0588 GU0588; North East Units Scale Factor Converg. GU0588;SPC CA 4 - 644,498.365 1,851,619.725 MT 0.99994076 -0 59 23.1 GU0588;SPC CA 4 - 2,114,491.72 6,074,855.71 sFT 0.99994076 -0 59 23.1 GU0588;UTM 10 - 4,055,717.284 709,328.781 MT 1.00013988 +1 23 49.4 GU0588 GU0588! - Elev Factor x Scale Factor = Combined Factor GU0588!SPC CA 4 - 0.99997559 x 0.99994076 = 0.99991635 GU0588!UTM 10 - 0.99997559 x 1.00013988 = 1.00011547 GU0588 GU0588 SUPERSEDED SURVEY CONTROL GU0588 GU0588 NGVD 29 (??/??/92) 187.871 (m) 616.37 (f) ADJ UNCH 1 1 GU0588 GU0588.Superseded values are not recommended for survey control. GU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0588.See file dsdata.txt to determine how the superseded data were derived. GU0588 GU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0932955717(NAD 83) GU0588_MARKER: DB = BENCH MARK DISK GU0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0588_SP_SET: CONCRETE POST GU0588_STAMPING: F 928 1957 GU0588_MARK LOGO: CGS GU0588_MAGNETIC: N = NO MAGNETIC MATERIAL GU0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0588+STABILITY: SURFACE MOTION GU0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0588+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU0588 GU0588 HISTORY - Date Condition Report By GU0588 HISTORY - 1957 MONUMENTED CGS GU0588 HISTORY - 1975 GOOD NGS GU0588 HISTORY - 19881130 GOOD NGS GU0588 HISTORY - 20040901 GOOD CADT GU0588 GU0588 STATION DESCRIPTION GU0588 GU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 GU0588'5 MI SW FROM PANOCHE SUBSTATION. GU0588'5.0 MILES SOUTHWEST ALONG PANOCHE AVENUE FROM THE PANOCHE GU0588'SUBSTATION OF THE PACIFIC GAS AND ELECTRIC COMPANY, AT PROSPECT GU0588'MINE, ON THE OUTSIDE OF A LONG U CURVE, AT A POINT WHERE THE GU0588'AVENUE CROSSES OVER A SMALL NORTH-SOUTH RIDGE, ON TOP OF A GU0588'RIDGE, ON NORTH SLOPE OF A KNOLL, ABOUT 240 YARDS SOUTH AND GU0588'ACROSS THE AVENUE FROM HIGH VOLTAGE TOWER 64/278, 27 1/2 FEET GU0588'SOUTHWEST OF THE SOUTHWEST CORNER OF A 3-BY 5-BY 7-FOOT DEEP GU0588'HOLE IN THE GROUND, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 7 GU0588'FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE GU0588'POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- IT IS BELIEVED GU0588'THAT THIS MARK IS AT A STABLE LOCATION AND IT SHOULD SERVE GU0588'AS AN ANCHOR MARK. GU0588 GU0588 STATION RECOVERY (1975) GU0588 GU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0588'RECOVERED IN GOOD CONDITION. GU0588 GU0588 STATION RECOVERY (1988) GU0588 GU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0588'RECOVERED IN GOOD CONDITION. GU0588 GU0588 STATION RECOVERY (2004) GU0588 GU0588'RECOVERY NOTE BY CALTRANS 2004 (DK) GU0588'THE STATION IS LOCATED IN FRESNO COUNTY, ABOUT 18 MILES SOUTHWEST OF GU0588'MENDOTA AND ABOUT 23 MILES WESTERLY OF TRANQUILITY. TO REACH THE GU0588'STATION FROM THE INTERSECTION OF INTERSTATE 5 AND STATE ROUTE 33, GU0588'WHICH IS ABOUT 22 MILES SOUTH OF THE CITY OF MENDOTA, GO NORTHWEST GU0588'15.7 MILES ON INTERSTATE 5 TO MANNING AVENUE. CONTINUE NORTHWEST 2.9 GU0588'MILES ON INTERSTATE 5 TO PANOCHE ROAD OFFRAMP, CONTINUE 0.3 MILES ON GU0588'OFFRAMP TO PANOCHE ROAD. TURN LEFT AND GO WEST ABOUT 1.1 MILES ON GU0588'PANOCHE ROAD TO WHERE THE ROAD CURVES LEFT (SOUTH). CONTINUE SOUTH 0.1 GU0588'MILES ON PANOCHE ROAD TO A BRIDGE, AND ALSO WHERE THE PAVEMENT ENDS. GU0588'CONTINUE SOUTHWESTERLY 1.2 MILES ON PANOCHE ROAD, BEARING TO THE GU0588'RIGHT WITH THE HILLS TO THE LEFT AND FLAT LAND TO THE RIGHT (PASSING GU0588'THE TUMEY HILLS ACCESS RD ON THE LEFT). CONTINUE TO A CATTLE GUARD IN GU0588'A FENCE LINE. CONTINUE 0.1 MILES NORTHWESTERLY ON AN UPHILL GRADE TO GU0588'A SADDLE BETWEEN TWO SMALL KNOLLS WITH A CURVE TO THE LEFT AND THE GU0588'STATION ON THE LEFT (WEST). THE MONUMENT IS A 3 INCH BRASS DISK GU0588'STAMPED F 928 1957, SET IN A 9 INCH DIAMETER CONCRETE POST FLUSH WITH GU0588'THE GROUND AND ABOUT 15 FT HIGHER THAN THE ROAD. IT IS ABOUT 20 FT GU0588'FROM THE PANOCHE ROAD CENTERLINE, AND1.6 FT NORTH OF A 4 BY 4 WOOD GU0588'POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4281 *********************************************************************** GU4281 HT_MOD - This is a Height Modernization Survey Station. GU4281 DESIGNATION - FIREPORT GU4281 PID - GU4281 GU4281 STATE/COUNTY- CA/FRESNO GU4281 USGS QUAD - FIREBAUGH (1984) GU4281 GU4281 *CURRENT SURVEY CONTROL GU4281 ___________________________________________________________________ GU4281* NAD 83(1998)- 36 51 26.29592(N) 120 27 46.19076(W) ADJUSTED GU4281* NAVD 88 - 44.83 (meters) 147.1 (feet) GPS OBS GU4281 ___________________________________________________________________ GU4281 EPOCH DATE - 2004.50 GU4281 X - -2,590,419.235 (meters) COMP GU4281 Y - -4,404,190.082 (meters) COMP GU4281 Z - 3,804,741.161 (meters) COMP GU4281 LAPLACE CORR- 2.64 (seconds) DEFLEC99 GU4281 ELLIP HEIGHT- 11.52 (meters) (06/30/05) GPS OBS GU4281 GEOID HEIGHT- -33.27 (meters) GEOID03 GU4281 GU4281 HORZ ORDER - B GU4281 ELLP ORDER - FOURTH CLASS I GU4281 GU4281.This mark is at Firebaugh Airport (Q49) GU4281 GU4281.The horizontal coordinates were established by GPS observations GU4281.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU4281.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU4281.DATUM ITEM on the data sheet items page. GU4281.The horizontal coordinates are valid at the epoch date displayed above. GU4281.The epoch date for horizontal control is a decimal equivalence GU4281.of Year/Month/Day. GU4281 GU4281.The orthometric height was determined by GPS observations and a GU4281.high-resolution geoid model using precise GPS observation and GU4281.processing techniques. GU4281 GU4281.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4281 GU4281.The Laplace correction was computed from DEFLEC99 derived deflections. GU4281 GU4281.The ellipsoidal height was determined by GPS observations GU4281.and is referenced to NAD 83. GU4281 GU4281.The geoid height was determined by GEOID03. GU4281 GU4281; North East Units Scale Factor Converg. GU4281;SPC CA 4 - 670,096.573 1,869,559.783 MT 0.99994889 -0 52 21.7 GU4281;SPC CA 4 - 2,198,475.17 6,133,714.05 sFT 0.99994889 -0 52 21.7 GU4281;UTM 10 - 4,082,047.958 726,189.408 MT 1.00023033 +1 31 21.0 GU4281 GU4281! - Elev Factor x Scale Factor = Combined Factor GU4281!SPC CA 4 - 0.99999819 x 0.99994889 = 0.99994708 GU4281!UTM 10 - 0.99999819 x 1.00023033 = 1.00022852 GU4281 GU4281: Primary Azimuth Mark Grid Az GU4281:SPC CA 4 - FIREPORT AZ MK 322 45 46.4 GU4281:UTM 10 - FIREPORT AZ MK 320 22 03.7 GU4281 GU4281|---------------------------------------------------------------------| GU4281| PID Reference Object Distance Geod. Az | GU4281| dddmmss.s | GU4281| GU4282 FIREPORT AZ MK APPROX. 0.8 KM 3215324.7 | GU4281|---------------------------------------------------------------------| GU4281 GU4281 SUPERSEDED SURVEY CONTROL GU4281 GU4281 NAD 83(1992)- 36 51 26.29106(N) 120 27 46.18482(W) AD(1991.35) 1 GU4281 NAD 83(1992)- 36 51 26.29139(N) 120 27 46.18388(W) AD(1991.35) 1 GU4281 NAD 83(1992)- 36 51 26.29141(N) 120 27 46.18386(W) AD(1991.35) 1 GU4281 ELLIP H (11/17/92) 11.77 (m) GP(1991.35) 5 1 GU4281 NAD 83(1986)- 36 51 26.28720(N) 120 27 46.17886(W) AD(1984.00) 3 GU4281 NGVD 29 (10/13/92) 48.0 (m) 157. (f) GPS OBS GU4281 GU4281.Superseded values are not recommended for survey control. GU4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4281.See file dsdata.txt to determine how the superseded data were derived. GU4281 GU4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2618982048(NAD 83) GU4281_MARKER: DH = HORIZONTAL CONTROL DISK GU4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU4281_SP_SET: CONCRETE POST GU4281_STAMPING: FIREPORT 1987 GU4281_MARK LOGO: NGS GU4281_PROJECTION: FLUSH GU4281_MAGNETIC: N = NO MAGNETIC MATERIAL GU4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU4281+STABILITY: SURFACE MOTION GU4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4281+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU4281 GU4281 HISTORY - Date Condition Report By GU4281 HISTORY - 1987 MONUMENTED NGS GU4281 HISTORY - 19920521 GOOD GU4281 HISTORY - 19951127 GOOD CADT GU4281 HISTORY - 20001011 GOOD CADT GU4281 HISTORY - 20040519 GOOD CADT GU4281 GU4281 STATION DESCRIPTION GU4281 GU4281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 GU4281'STATION IS LOCATED ON THE SOUTHWEST SIDE OF FIREBAUGH, AT THE GU4281'FIREBAUGH MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE OF THE PARALLEL GU4281'TAXI, BETWEEN A PAVED APRON AND THE WINDSOCK, IN LOW WEEDS. GU4281'OWNERSHIP--CITY OF FIREBAUGH, CITY HALL, 1575 11TH STREET, FIREBAUGH, GU4281'CA 93622. AIRPORT MANAGER IS CITY SUPERVISOR DAVID WILSON, PHONE GU4281'209-659-2043. GU4281'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 33 AND 12TH STREET IN GU4281'FIREBAUGH, GO SOUTHWEST ON 12TH STREET (CROSSING RAILROAD TRACKS) FOR GU4281'0.49 KM (0.30 MI) TO A PAVED ROAD RIGHT JUST BEFORE REACHING A JOHN GU4281'DEERE TRACTOR SALES STORE. TURN RIGHT, NORTHWEST, ON PAVED ROAD FOR GU4281'0.34 KM (0.21 MI) TO A GATE. CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO GU4281'ROAD END, A GATE ON LEFT AND APRON ON THE RIGHT. TURN RIGHT, GU4281'NORTHEAST, ON APRON FOR 0.05 KM (0.03 MI) TO THE STATION ON THE GU4281'RIGHT. GU4281'STATION MARK IS SET IN THE TOP OF A SCARRED 30-CM ROUND CONCRETE POST GU4281'FLUSH WITH THE GROUND. IT IS 36.3 M (119.1 FT) SOUTHWEST OF THE TAXI GU4281'CENTER, 29.9 M (98.1 FT) SOUTHEAST OF THE EDGE OF THE APRON, 17.4 M GU4281'(57.1 FT) WEST-SOUTHWEST OF A WOOD WINDSOCK POLE, 13.9 M (45.6 FT) GU4281'WEST OF A LIGHTED WIND TEE, 1.3 M (4.3 FT) WEST OF A FIBERGLASS GU4281'WITNESS POST AND JUST OUTSIDE A RING OF TIRES. GU4281 GU4281 STATION RECOVERY (1992) GU4281 GU4281'RECOVERED 1992 GU4281'RECOVERED IN GOOD CONDITION. GU4281 GU4281 STATION RECOVERY (1995) GU4281 GU4281'RECOVERY NOTE BY CALTRANS 1995 (RGD) GU4281'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION GU4281'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. GU4281 GU4281 STATION RECOVERY (2000) GU4281 GU4281'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GU4281'RECOVERED IN GOOD CONDITION. GU4281 GU4281 STATION RECOVERY (2004) GU4281 GU4281'RECOVERY NOTE BY CALTRANS 2004 (GC) GU4281'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU4281'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4281'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6678 *********************************************************************** DH6678 HT_MOD - This is a Height Modernization Survey Station. DH6678 DESIGNATION - GIGI DH6678 PID - DH6678 DH6678 STATE/COUNTY- CA/FRESNO DH6678 USGS QUAD - TRANQUILLITY (1984) DH6678 DH6678 *CURRENT SURVEY CONTROL DH6678 ___________________________________________________________________ DH6678* NAD 83(1998)- 36 43 51.74393(N) 120 21 41.01894(W) ADJUSTED DH6678* NAVD 88 - 49.55 (meters) 162.6 (feet) GPS OBS DH6678 ___________________________________________________________________ DH6678 EPOCH DATE - 2004.50 DH6678 X - -2,586,861.840 (meters) COMP DH6678 Y - -4,416,013.913 (meters) COMP DH6678 Z - 3,793,523.188 (meters) COMP DH6678 LAPLACE CORR- 2.49 (seconds) DEFLEC99 DH6678 ELLIP HEIGHT- 16.17 (meters) (06/30/05) GPS OBS DH6678 GEOID HEIGHT- -33.34 (meters) GEOID03 DH6678 DH6678 HORZ ORDER - B DH6678 ELLP ORDER - FOURTH CLASS I DH6678 DH6678.The horizontal coordinates were established by GPS observations DH6678.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6678.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6678.DATUM ITEM on the data sheet items page. DH6678.The horizontal coordinates are valid at the epoch date displayed above. DH6678.The epoch date for horizontal control is a decimal equivalence DH6678.of Year/Month/Day. DH6678 DH6678.The orthometric height was determined by GPS observations and a DH6678.high-resolution geoid model using precise GPS observation and DH6678.processing techniques. DH6678 DH6678.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6678 DH6678.The Laplace correction was computed from DEFLEC99 derived deflections. DH6678 DH6678.The ellipsoidal height was determined by GPS observations DH6678.and is referenced to NAD 83. DH6678 DH6678.The geoid height was determined by GEOID03. DH6678 DH6678; North East Units Scale Factor Converg. DH6678;SPC CA 4 - 655,953.710 1,878,405.621 MT 0.99994244 -0 48 43.9 DH6678;SPC CA 4 - 2,152,074.80 6,162,735.77 sFT 0.99994244 -0 48 43.9 DH6678;UTM 10 - 4,068,282.502 735,621.014 MT 1.00028402 +1 34 43.6 DH6678 DH6678! - Elev Factor x Scale Factor = Combined Factor DH6678!SPC CA 4 - 0.99999746 x 0.99994244 = 0.99993990 DH6678!UTM 10 - 0.99999746 x 1.00028402 = 1.00028148 DH6678 DH6678 SUPERSEDED SURVEY CONTROL DH6678 DH6678.No superseded survey control is available for this station. DH6678 DH6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3562168283(NAD 83) DH6678_MARKER: DD = SURVEY DISK DH6678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6678_SP_SET: SET IN CONCRETE HEADWAL DH6678_STAMPING: GIGI 2003 DH6678_MARK LOGO: CADT DH6678_MAGNETIC: N = NO MAGNETIC MATERIAL DH6678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6678+STABILITY: SURFACE MOTION DH6678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6678+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003 DH6678 DH6678 HISTORY - Date Condition Report By DH6678 HISTORY - 20030513 MONUMENTED CADT DH6678 DH6678 STATION DESCRIPTION DH6678 DH6678'DESCRIBED BY CALTRANS 2003 (GC) DH6678'THE STATION IS LOCATED IN FRESNO COUNTY, ABOUT 2 MILES SOUTH OF THE DH6678'CITY OF MENDOTA AND ABOUT 17 MILES WEST OF THE CITY OF KERMAN. TO DH6678'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 180 AND STATE DH6678'ROUTE 33 WHICH IS IN THE CITY OF MENDOTA, GO SOUTHEASTERLY 2.4 MILES DH6678'ON STATE ROUTE 180 (OLLER STREET) TO THE INTERSECTION OF SAN BENITO DH6678'ROAD AND STATE ROUTE 180, GO SOUTH ABOUT 0.1 MILES ON SAN BENITO ROAD DH6678'TO THE INTERSECTION OF SAN BENITO ROAD AND PANOCHE ROAD, TURN RIGHT DH6678'(WEST), GO ABOUT 90 FT ON PANOCHE ROAD TO THE STATION ON THE RIGHT DH6678'(NORTH). THE MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK STAMPED GIGI DH6678'2003, SET FLUSH IN A CONCRETE HEADWALL AND ABOUT 1 FT HIGHER THAN THE DH6678'ROAD, 49.5 FT NORTH OF A POLE, 49 FT NORTH OF PANOCHE ROAD DH6678'CENTERLINE, 2.4 FT NORTH OF A GUARDRAIL. THIS STATION WAS OBSERVED AS DH6678'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6678'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0827 *********************************************************************** GU0827 DESIGNATION - GWM 78 USGS GU0827 PID - GU0827 GU0827 STATE/COUNTY- CA/FRESNO GU0827 USGS QUAD - COIT RANCH (1984) GU0827 GU0827 *CURRENT SURVEY CONTROL GU0827 ___________________________________________________________________ GU0827* NAD 83(1986)- 36 43 13. (N) 120 26 36. (W) SCALED GU0827* NAVD 88 - 66.61 (+/-2cm) 218.5 (feet) VERTCON GU0827 ___________________________________________________________________ GU0827 GEOID HEIGHT- -33.46 (meters) GEOID03 GU0827 GU0827 VERT ORDER - FIRST CLASS II (See Below) GU0827 GU0827.The horizontal coordinates were scaled from a topographic map and have GU0827.an estimated accuracy of +/- 6 seconds. GU0827 GU0827.The NAVD 88 height was computed by applying the VERTCON shift value to GU0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0827.The vertical order pertains to the NGVD 29 superseded value. GU0827 GU0827.The geoid height was determined by GEOID03. GU0827 GU0827; North East Units Estimated Accuracy GU0827;SPC CA 4 - 654,870. 1,871,070. MT (+/- 180 meters Scaled) GU0827 GU0827 SUPERSEDED SURVEY CONTROL GU0827 GU0827 NGVD 29 (??/??/92) 65.866 (m) 216.10 (f) ADJ UNCH 1 2 GU0827 GU0827.Superseded values are not recommended for survey control. GU0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0827.See file dsdata.txt to determine how the superseded data were derived. GU0827 GU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF283668(NAD 83) GU0827_MARKER: DD = SURVEY DISK GU0827_SETTING: 30 = SET IN A LIGHT STRUCTURE GU0827_SP_SET: CONC FOUNDATION GU0827_STAMPING: 232 GWM 78 1940 GU0827_MARK LOGO: USGS GU0827_MAGNETIC: N = NO MAGNETIC MATERIAL GU0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU0827+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU0827 GU0827 HISTORY - Date Condition Report By GU0827 HISTORY - 1940 MONUMENTED USGS GU0827 HISTORY - 1952 GOOD NGS GU0827 HISTORY - 1972 GOOD NGS GU0827 HISTORY - 20040824 GOOD CADT GU0827 GU0827 STATION DESCRIPTION GU0827 GU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 GU0827'5.8 MI SW FROM MENDOTA. GU0827'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN PACIFIC GU0827'COMPANY RAILROAD STATION AT MENDOTA, THENCE 2.0 MILES SOUTH GU0827'ALONG STATE HIGHWAY 33, THENCE 3.1 MILES WEST ALONG CALIFORNIA GU0827'AVENUE, 0.15 MILE WEST OF THE INTERSECTION OF SAN DIEGO AVENUE, GU0827'AT A STEEL POWER LINE TOWER, IN THE TOP OF THE APPROXIMATE GU0827'CENTER OF THE CONCRETE FOUNDATION, 90.5 FEET NORTH OF THE CENTER GU0827'LINE OF THE AVENUE, 61 FEET NORTHWEST OF POWER LINE POLE 5848, GU0827'3.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GU0827'AVENUE, AND FLUSH WITH THE GROUND. GU0827 GU0827 STATION RECOVERY (1972) GU0827 GU0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0827'RECOVERED IN GOOD CONDITION. GU0827 GU0827 STATION RECOVERY (2004) GU0827 GU0827'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0827'RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION WAS OCCUPIED AS GU0827'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0827'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1433 *********************************************************************** GU1433 DESIGNATION - H 1196 GU1433 PID - GU1433 GU1433 STATE/COUNTY- CA/FRESNO GU1433 USGS QUAD - GUIJARRAL HILLS (1971) GU1433 GU1433 *CURRENT SURVEY CONTROL GU1433 ___________________________________________________________________ GU1433* NAD 83(1986)- 36 12 09. (N) 120 12 43. (W) SCALED GU1433* NAVD 88 - 146.24 (+/-2cm) 479.8 (feet) VERTCON GU1433 ___________________________________________________________________ GU1433 GEOID HEIGHT- -33.85 (meters) GEOID03 GU1433 GU1433 VERT ORDER - FIRST CLASS II (See Below) GU1433 GU1433.The horizontal coordinates were scaled from a topographic map and have GU1433.an estimated accuracy of +/- 6 seconds. GU1433 GU1433.The NAVD 88 height was computed by applying the VERTCON shift value to GU1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1433.The vertical order pertains to the NGVD 29 superseded value. GU1433 GU1433.The geoid height was determined by GEOID03. GU1433 GU1433; North East Units Estimated Accuracy GU1433;SPC CA 4 - 597,130. 1,891,010. MT (+/- 180 meters Scaled) GU1433 GU1433 SUPERSEDED SURVEY CONTROL GU1433 GU1433 NGVD 29 (??/??/92) 145.337 (m) 476.83 (f) ADJ UNCH 1 2 GU1433 GU1433.Superseded values are not recommended for survey control. GU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1433.See file dsdata.txt to determine how the superseded data were derived. GU1433 GU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF506100(NAD 83) GU1433_MARKER: DD = SURVEY DISK GU1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1433_SP_SET: BRIDGE CURB GU1433_STAMPING: H 1196 1969 GU1433_MARK LOGO: CGS GU1433_MAGNETIC: O = OTHER; SEE DESCRIPTION GU1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1433+STABILITY: SURFACE MOTION GU1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1433+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 GU1433 GU1433 HISTORY - Date Condition Report By GU1433 HISTORY - 1969 MONUMENTED CGS GU1433 HISTORY - 1972 GOOD NGS GU1433 HISTORY - 1982 GOOD LOCSUR GU1433 HISTORY - 1983 GOOD NGS GU1433 HISTORY - 20040630 GOOD CADT GU1433 GU1433 STATION DESCRIPTION GU1433 GU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU1433'14.4 MI W FROM HURON. GU1433'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1433'HURON, THENCE 5.8 MILES WEST ALONG JAYNE AVENUE, THENCE 4.25 GU1433'MILES NORTH ALONG ELDORADO AVENUE, IN R16E T20S, SECTION 10, IN GU1433'THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE GU1433'NORTHWEST CONCRETE CURB OF A BRIDGE OVER INTERSTATE HIGHWAY 5, GU1433'16 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT GU1433'1/2 FOOT HIGHER THAN THE AVENUE. GU1433 GU1433 STATION RECOVERY (1972) GU1433 GU1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1433'RECOVERED IN GOOD CONDITION. GU1433 GU1433 STATION RECOVERY (1982) GU1433 GU1433'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 GU1433'RECOVERED IN GOOD CONDITION. GU1433 GU1433 STATION RECOVERY (1983) GU1433 GU1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1433'RECOVERED IN GOOD CONDITION. GU1433 GU1433 STATION RECOVERY (2004) GU1433 GU1433'RECOVERY NOTE BY CALTRANS 2004 (AO) GU1433'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU1433'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1433'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1426 *********************************************************************** GU1426 DESIGNATION - H 512 RESET GU1426 PID - GU1426 GU1426 STATE/COUNTY- CA/FRESNO GU1426 USGS QUAD - GUIJARRAL HILLS (1971) GU1426 GU1426 *CURRENT SURVEY CONTROL GU1426 ___________________________________________________________________ GU1426* NAD 83(1998)- 36 10 51.41561(N) 120 12 38.67551(W) ADJUSTED GU1426* NAVD 88 - 147.45 (meters) 483.8 (feet) LEVELING GU1426 ___________________________________________________________________ GU1426 EPOCH DATE - 2004.50 GU1426 X - -2,593,532.390 (meters) COMP GU1426 Y - -4,454,213.519 (meters) COMP GU1426 Z - 3,744,483.644 (meters) COMP GU1426 LAPLACE CORR- -3.52 (seconds) DEFLEC99 GU1426 ELLIP HEIGHT- 113.54 (meters) (06/30/05) GPS OBS GU1426 GEOID HEIGHT- -33.87 (meters) GEOID03 GU1426 GU1426 HORZ ORDER - B GU1426 VERT ORDER - THIRD GU1426 ELLP ORDER - FOURTH CLASS I GU1426 GU1426.The horizontal coordinates were established by GPS observations GU1426.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1426.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1426.DATUM ITEM on the data sheet items page. GU1426.The horizontal coordinates are valid at the epoch date displayed above. GU1426.The epoch date for horizontal control is a decimal equivalence GU1426.of Year/Month/Day. GU1426 GU1426.The orthometric height was determined by differential leveling. GU1426.The vertical network tie was performed by a horz. field party for horz. GU1426.obs reductions. Reset procedures were used to establish the elevation. GU1426 GU1426.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1426 GU1426.The Laplace correction was computed from DEFLEC99 derived deflections. GU1426 GU1426.The ellipsoidal height was determined by GPS observations GU1426.and is referenced to NAD 83. GU1426 GU1426.The geoid height was determined by GEOID03. GU1426 GU1426; North East Units Scale Factor Converg. GU1426;SPC CA 4 - 594,739.258 1,891,090.930 MT 0.99997072 -0 43 20.3 GU1426;SPC CA 4 - 1,951,240.38 6,204,354.16 sFT 0.99997072 -0 43 20.3 GU1426;UTM 10 - 4,007,624.730 750,843.820 MT 1.00037536 +1 38 50.9 GU1426 GU1426! - Elev Factor x Scale Factor = Combined Factor GU1426!SPC CA 4 - 0.99998218 x 0.99997072 = 0.99995290 GU1426!UTM 10 - 0.99998218 x 1.00037536 = 1.00035753 GU1426 GU1426 SUPERSEDED SURVEY CONTROL GU1426 GU1426 NAD 83(1992)- 36 10 51.40899(N) 120 12 38.67006(W) AD(1991.35) 1 GU1426 ELLIP H (01/22/97) 113.60 (m) GP(1991.35) 4 2 GU1426 NGVD 29 (??/??/92) 146.544 (m) 480.79 (f) ADJ UNCH 1 2 GU1426 GU1426.Superseded values are not recommended for survey control. GU1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1426.See file dsdata.txt to determine how the superseded data were derived. GU1426 GU1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF5084407625(NAD 83) GU1426_MARKER: DB = BENCH MARK DISK GU1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU1426_STAMPING: H 512 1955 RESET 1964 GU1426_MARK LOGO: CGS GU1426_MAGNETIC: N = NO MAGNETIC MATERIAL GU1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1426+STABILITY: SURFACE MOTION GU1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1426+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1426 GU1426 HISTORY - Date Condition Report By GU1426 HISTORY - 1964 MONUMENTED CGS GU1426 HISTORY - 1966 GOOD NGS GU1426 HISTORY - 1982 GOOD LOCSUR GU1426 HISTORY - 1983 GOOD NGS GU1426 HISTORY - 19960325 GOOD CADT GU1426 HISTORY - 20001227 GOOD CADT GU1426 HISTORY - 20040901 GOOD CSRC GU1426 GU1426 STATION DESCRIPTION GU1426 GU1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 GU1426'13 MI W FROM HURON. GU1426'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1426'HURON, THENCE 5.8 MILES WEST ALONG JAYNE AVENUE, THENCE 2.8 GU1426'MILES NORTH ALONG ELDORADO AVENUE, 0.5 MILE NORTH OF A SOUTHERN GU1426'PACIFIC RAILWAY CROSSING, AT THE INTERSECTION OF A PAVED ROAD GU1426'WEST TO PLEASANT VALLEY RANCH HEADQUARTERS AND A DIRT ROAD GU1426'LEADING EAST, 34 FEET WEST OF THE CENTER LINE OF THE AVENUE, 28 GU1426'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 3.9 FEET GU1426'SOUTH OF A 3 1/2-INCH IRON PIPE PROJECTING 8 FEET SUPPORTING A GU1426'PLEASANT VALLEY RANCH HEADQUARTERS SIGN, 1.1 FEET NORTH OF A GU1426'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP GU1426'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU1426 GU1426 STATION RECOVERY (1966) GU1426 GU1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 GU1426'RECOVERED IN GOOD CONDITION. GU1426 GU1426 STATION RECOVERY (1982) GU1426 GU1426'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 GU1426'RECOVERED IN GOOD CONDITION. GU1426 GU1426 STATION RECOVERY (1983) GU1426 GU1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1426'RECOVERED IN GOOD CONDITION. EXCEPT THE DISK WAS FOUND TO BE GU1426'STAMPED H 512 1955 RESET 1964 AND NOT H 512 1958 RESET 1964 AS GU1426'PREVIOUSLY DESCRIBED IN 1964 BY CS. GU1426 GU1426 STATION RECOVERY (1996) GU1426 GU1426'RECOVERY NOTE BY CALTRANS 1996 (RGD) GU1426'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GU1426'STATION IS LOCATED ON THE WEST SIDE OF EL DORADO AVENUE, ABOUT 25 MI GU1426'(40.2 KM) SOUTHWEST OF LEMOORE, 14 MI (22.5 KM) NORTH OF AVENAL AND 8 GU1426'MI (12.9 KM) EAST-NORTHEAST OF COALINGA. TO REACH THE STATION FROM GU1426'THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 198, ABOUT 10 GU1426'MI (16.1 KM) NORTHEAST OF COALINGA, GO EAST ON HIGHWAY 198 (DORRIS GU1426'AVENUE) FOR 1.9 MI (3.1 KM) TO THE INTERSECTION WITH EL DORADO AVENUE. GU1426'TURN RIGHT AND GO SOUTH ON EL DORADO AVENUE FOR 3.6 MI (5.8 KM) TO THE GU1426'EL DORADO AVENUE OVERCROSSING OF INTERSTATE 5. CONTINUE SOUTH ON EL GU1426'DORADO AVENUE FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH A EAST-WEST GU1426'DIRT ROAD AND THE STATION ON THE RIGHT IN THE SOUTHWEST QUADRANT OF GU1426'THE INTERSECTION. THE STATION IS NORTHEAST OF A SMALL IRRIGATION GU1426'POND, 42.3 FT (12.9 M) SOUTH OF AND ACROSS THE DIRT ROAD FROM POWER GU1426'POLE NO 7/12, 33.0 FT (10.1 M) WEST OF THE CENTERLINE OF EL DORADO GU1426'AVENUE, 28 FT (8.5 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 3.5 FT GU1426'(1.1 M) SOUTHEAST OF A FIBERGLASS WITNESS POST, 2.2 FT (0.7 M) NORTH GU1426'OF A SECOND FIBERGLASS WITNESS POST, 1.1 FT (0.3 M) NORTHEAST OF A GU1426'METAL WITNESS POST, LEVEL WITH EL DORADO AVENUE AND RECESSED 0.5 FT GU1426'(0.2 M) BELOW GROUND. THE STATION WAS OCCUPIED AS PART OF A GU1426'CALIFORNIA HPGN DENSIFICATION SURVEY. GU1426 GU1426 STATION RECOVERY (2000) GU1426 GU1426'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GU1426'RECOVERED IN GOOD CONDITION. GU1426 GU1426 STATION RECOVERY (2004) GU1426 GU1426'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1426'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU1426'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1426'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1856 *********************************************************************** GU1856 DESIGNATION - H 927 GU1856 PID - GU1856 GU1856 STATE/COUNTY- CA/FRESNO GU1856 USGS QUAD - HARRIS RANCH (1971) GU1856 GU1856 *CURRENT SURVEY CONTROL GU1856 ___________________________________________________________________ GU1856* NAD 83(1986)- 36 15 14. (N) 120 12 52. (W) SCALED GU1856* NAVD 88 - 122.29 (+/-2cm) 401.2 (feet) VERTCON GU1856 ___________________________________________________________________ GU1856 GEOID HEIGHT- -33.78 (meters) GEOID03 GU1856 GU1856 VERT ORDER - FIRST CLASS I (See Below) GU1856 GU1856.The horizontal coordinates were scaled from a topographic map and have GU1856.an estimated accuracy of +/- 6 seconds. GU1856 GU1856.The NAVD 88 height was computed by applying the VERTCON shift value to GU1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1856.The vertical order pertains to the NGVD 29 superseded value. GU1856 GU1856.The geoid height was determined by GEOID03. GU1856 GU1856; North East Units Estimated Accuracy GU1856;SPC CA 4 - 602,840. 1,890,860. MT (+/- 180 meters Scaled) GU1856 GU1856 SUPERSEDED SURVEY CONTROL GU1856 GU1856 NGVD 29 (??/??/92) 121.383 (m) 398.24 (f) ADJ UNCH 1 1 GU1856 GU1856.Superseded values are not recommended for survey control. GU1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1856.See file dsdata.txt to determine how the superseded data were derived. GU1856 GU1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF502157(NAD 83) GU1856_MARKER: DD = SURVEY DISK GU1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1856_SP_SET: LEG FOUNDATION GU1856_STAMPING: H927/1957 USCGS B.M. GU1856_MARK LOGO: CGS GU1856_PROJECTION: FLUSH GU1856_MAGNETIC: O = OTHER; SEE DESCRIPTION GU1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1856+STABILITY: SURFACE MOTION GU1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU1856+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 GU1856 GU1856 HISTORY - Date Condition Report By GU1856 HISTORY - 1957 MONUMENTED CGS GU1856 HISTORY - 1958 GOOD NGS GU1856 HISTORY - 1972 GOOD NGS GU1856 HISTORY - 1983 GOOD NGS GU1856 HISTORY - 1983 GOOD NGS GU1856 HISTORY - 20040630 GOOD CADT GU1856 GU1856 STATION DESCRIPTION GU1856 GU1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GU1856'9.9 MI NW FROM HURON. GU1856'3.7 MILES NORTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1856'HURON, THENCE 6.2 MILES WEST ALONG STATE HIGHWAY 198, 0.2 MILE GU1856'WEST OF THE INTERSECTION OF ELDORADO AVENUE, AT THE CROSSING OF A GU1856'HIGH VOLTAGE POWER LINE, IN THE TOP OF THE CONCRETE FOUNDATION GU1856'FOR THE NORTHEAST LEG OF STEEL TOWER 128/583, 333 FEET SOUTH GU1856'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, GU1856'AND 0.5 FOOT ABOVE THE GROUND. GU1856 GU1856 STATION RECOVERY (1972) GU1856 GU1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1856'RECOVERED IN GOOD CONDITION. GU1856 GU1856 STATION RECOVERY (1983) GU1856 GU1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1856'RECOVERED IN GOOD CONDITION. GU1856 GU1856 STATION RECOVERY (1983) GU1856 GU1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU1856'RECOVERED IN GOOD CONDITION. GU1856 GU1856 STATION RECOVERY (2004) GU1856 GU1856'RECOVERY NOTE BY CALTRANS 2004 (AO) GU1856'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU1856'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1856'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU3445 *********************************************************************** GU3445 DESIGNATION - HOWARD AZ MK CADH 1973 GU3445 PID - GU3445 GU3445 STATE/COUNTY- CA/FRESNO GU3445 USGS QUAD - CALFLAX (1971) GU3445 GU3445 *CURRENT SURVEY CONTROL GU3445 ___________________________________________________________________ GU3445* NAD 83(1992)- 36 15 20.33957(N) 120 01 17.25106(W) ADJUSTED GU3445* NAVD 88 - 85.3 (meters) 280. (feet) VERTCON GU3445 ___________________________________________________________________ GU3445 EPOCH DATE - 1991.35 GU3445 LAPLACE CORR- 2.35 (seconds) DEFLEC99 GU3445 GEOID HEIGHT- -33.77 (meters) GEOID03 GU3445 GU3445 HORZ ORDER - THIRD GU3445 GU3445.The horizontal coordinates were established by classical geodetic methods GU3445.and adjusted by the National Geodetic Survey in March 1994. GU3445.No horizontal observational check was made to the station. GU3445.The horizontal coordinates are valid at the epoch date displayed above. GU3445.The epoch date for horizontal control is a decimal equivalence GU3445.of Year/Month/Day. GU3445 GU3445.The NAVD 88 height was computed by applying the VERTCON shift value to GU3445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU3445 GU3445.The Laplace correction was computed from DEFLEC99 derived deflections. GU3445 GU3445.The geoid height was determined by GEOID03. GU3445 GU3445; North East Units Scale Factor Converg. GU3445;SPC CA 4 - 602,829.698 1,908,204.957 MT 0.99996151 -0 36 33.8 GU3445;SPC CA 4 - 1,977,783.77 6,260,502.43 sFT 0.99996151 -0 36 33.8 GU3445;UTM 10 - 4,016,420.260 767,616.276 MT 1.00048252 +1 45 45.1 GU3445;UTM 11 - 4,016,539.805 228,526.616 MT 1.00050814 -1 47 16.6 GU3445 GU3445! - Elev Factor x Scale Factor = Combined Factor GU3445!SPC CA 4 - 0.99999191 x 0.99996151 = 0.99995342 GU3445!UTM 10 - 0.99999191 x 1.00048252 = 1.00047443 GU3445!UTM 11 - 0.99999191 x 1.00050814 = 1.00050005 GU3445 GU3445 SUPERSEDED SURVEY CONTROL GU3445 GU3445 NAD 83(1986)- 36 15 20.33856(N) 120 01 17.25067(W) AD(1984.00) 3 GU3445 NAD 27 - 36 15 20.50436(N) 120 01 13.75527(W) AD( ) 3 GU3445 NGVD 29 (07/19/86) 84.4 (m) 277. (f) VERT ANG GU3445 GU3445.Superseded values are not recommended for survey control. GU3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU3445.See file dsdata.txt to determine how the superseded data were derived. GU3445 GU3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6761616420(NAD 83) GU3445_MARKER: DD = SURVEY DISK GU3445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU3445_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU3445_STAMPING: HOWARD 1973 AZIMUTH MARK GU3445_MAGNETIC: O = OTHER; SEE DESCRIPTION GU3445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU3445+STABILITY: SURFACE MOTION GU3445 GU3445 HISTORY - Date Condition Report By GU3445 HISTORY - 1973 MONUMENTED CADT GU3445 HISTORY - 20040630 GOOD CADT GU3445 GU3445 STATION DESCRIPTION GU3445 GU3445'DESCRIBED BY CALTRANS 1973 (HF) GU3445'MARK, STAMPED HOWARD 1973 AZIMUTH MARK, IS A STANDARD 3 1/2-INCH GU3445'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, SET IN THE TOP OF A GU3445'12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 6 INCHES ABOVE GU3445'GROUND. IT IS 85 FEET NORTH OF THE CENTER OF STATE HIGHWAY 198, GU3445'1.7 FEET NORTHEAST OF A 12-INCH CONCRETE RISER PROJECTING 14 GU3445'INCHES ABOVE GROUND, 4 FEET SOUTH OF A 30-INCH DIAMETER CONCRETE GU3445'PIPE PROJECTING 8 INCHES ABOVE GROUND AND 1.5 FEET SOUTHEAST GU3445'OF A 4 X 4-INCH WOOD POST 10 FEET IN HEIGHT. GU3445 GU3445 STATION RECOVERY (2004) GU3445 GU3445'RECOVERY NOTE BY CALTRANS 2004 (AO) GU3445'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU3445'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU3445'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2133 *********************************************************************** GT2133 HT_MOD - This is a Height Modernization Survey Station. GT2133 DESIGNATION - HPGN CA 06 06 GT2133 PID - GT2133 GT2133 STATE/COUNTY- CA/FRESNO GT2133 USGS QUAD - FRESNO SOUTH (1981) GT2133 GT2133 *CURRENT SURVEY CONTROL GT2133 ___________________________________________________________________ GT2133* NAD 83(1998)- 36 41 54.35720(N) 119 45 27.78271(W) ADJUSTED GT2133* NAVD 88 - 88.08 (meters) 289.0 (feet) GPS OBS GT2133 ___________________________________________________________________ GT2133 EPOCH DATE - 2004.50 GT2133 X - -2,541,280.902 (meters) COMP GT2133 Y - -4,444,929.583 (meters) COMP GT2133 Z - 3,790,646.297 (meters) COMP GT2133 LAPLACE CORR- 5.97 (seconds) DEFLEC99 GT2133 ELLIP HEIGHT- 56.00 (meters) (04/01/05) GPS OBS GT2133 GEOID HEIGHT- -32.03 (meters) GEOID03 GT2133 GT2133 HORZ ORDER - B GT2133 ELLP ORDER - THIRD CLASS I GT2133 GT2133.The horizontal coordinates were established by GPS observations GT2133.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT2133.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT2133.DATUM ITEM on the data sheet items page. GT2133.The horizontal coordinates are valid at the epoch date displayed above. GT2133.The epoch date for horizontal control is a decimal equivalence GT2133.of Year/Month/Day. GT2133 GT2133.The orthometric height was determined by GPS observations and a GT2133.high-resolution geoid model using precise GPS observation and GT2133.processing techniques. GT2133 GT2133.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT2133 GT2133.The Laplace correction was computed from DEFLEC99 derived deflections. GT2133 GT2133.The ellipsoidal height was determined by GPS observations GT2133.and is referenced to NAD 83. GT2133 GT2133.The geoid height was determined by GEOID03. GT2133 GT2133; North East Units Scale Factor Converg. GT2133;SPC CA 4 - 651,740.652 1,932,293.544 MT 0.99994156 -0 27 07.4 GT2133;SPC CA 4 - 2,138,252.46 6,339,533.07 sFT 0.99994156 -0 27 07.4 GT2133;UTM 11 - 4,064,964.072 253,636.115 MT 1.00034783 -1 38 55.9 GT2133 GT2133! - Elev Factor x Scale Factor = Combined Factor GT2133!SPC CA 4 - 0.99999121 x 0.99994156 = 0.99993277 GT2133!UTM 11 - 0.99999121 x 1.00034783 = 1.00033904 GT2133 GT2133 SUPERSEDED SURVEY CONTROL GT2133 GT2133 ELLIP H (11/17/92) 56.07 (m) GP( ) 5 1 GT2133 NAD 83(1986)- 36 41 54.34739(N) 119 45 27.77111(W) AD(1984.00) 1 GT2133 NAD 83(1992)- 36 41 54.35251(N) 119 45 27.77620(W) AD(1991.35) B GT2133 ELLIP H (05/15/92) 56.07 (m) GP(1991.35) 4 2 GT2133 NGVD 29 (09/30/94) 87.3 (m) 286. (f) GPS OBS GT2133 GT2133.Superseded values are not recommended for survey control. GT2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2133.See file dsdata.txt to determine how the superseded data were derived. GT2133 GT2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5363664964(NAD 83) GT2133_MARKER: DD = SURVEY DISK GT2133_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL GT2133+WITH SETTING: INFORMATION. GT2133_SP_SET: ALUMINUM ALLOY ROD GT2133_STAMPING: HPGN-CALIF. STA. 06-06 1991 GT2133_MARK LOGO: CADT GT2133_PROJECTION: FLUSH GT2133_MAGNETIC: N = NO MAGNETIC MATERIAL GT2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2133+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT2133_ROD/PIPE-DEPTH: 2.00 meters GT2133 GT2133 HISTORY - Date Condition Report By GT2133 HISTORY - 1991 MONUMENTED CADT GT2133 HISTORY - 19910514 GOOD NGS GT2133 HISTORY - 19920504 GOOD NGS GT2133 HISTORY - 19930119 GOOD CADT GT2133 HISTORY - 19930403 GOOD NOS GT2133 HISTORY - 19940214 GOOD NGS GT2133 HISTORY - 20000728 GOOD CADT GT2133 HISTORY - 2004 GOOD CADT GT2133 HISTORY - 20040901 GOOD CSRC GT2133 GT2133 STATION DESCRIPTION GT2133 GT2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 GT2133'THE STATION IS LOCATED IN THE CITY OF FRESNO, ABOUT 800 FT (243.8 M) GT2133'SOUTHEAST OF THE FLEMING FOODS WATER TOWER AND 500 FT (152.4 M) GT2133'NORTHWEST OF THE INTERSECTION OF GOLDEN STATE BOULEVARD AND RAILROAD GT2133'AVENUE. GT2133'TO REACH THE STATION FROM THE INTERSECTION OF GOLDEN STATE BOULEVARD GT2133'AND JENSON AVENUE, GO SOUTHEAST ON GOLDEN STATE BOULEVARD FOR 0.45 MI GT2133'(0.72 KM) TO ORANGE AVE. CONTINUE SOUTHEAST FOR 0.4 MI (0.6 KM) TO GT2133'THE STATION ON THE LEFT. GT2133'THE STATION IS AN ALUMINUM DISK CEMENTED TO AN ALUMINUM ALLOY ROD GT2133'ENCLOSED IN A LOGO CAP AND SET BETWEEN NORTHBOUND GOLDEN STATE GT2133'BOULEVARD AND THE RIGHT-OF-WAY FENCE IN LINE WITH OLEANDERS. LOCATED GT2133'52.0 FT (15.8 M) NORTHEAST OF THE CENTERLINE OF GOLDEN STATE GT2133'BOULEVARD, 21.0 FT (6.4 M) SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND GT2133'3.0 FT (0.9 M) WEST OF A FIBERGLASS WITNESS POST. GT2133'TO REACH THE BM FROM THE STATION, GO SOUTHEAST ON GOLDEN STATE BLVD GT2133'0.1 MI (0.2 KM) TO THE INTERSECTION OF GOLDEN STATE BLVD AND RAILROAD GT2133'AVE. TURN LEFT ON RAILROAD AVE, GO 0.6 MI (1.0 KM) ON RAILROAD AVE TO GT2133'BENCH ON THE RIGHT. BM E-369 IS 33.3 FT (10.1 M) NORTHEAST OF GT2133'CENTERLINE RAILROAD AVE, 26.9 FT (8.2 M) NORTHWEST OF A 2 X 2 F00T GT2133'CONCRETE BASE FOR A SWITCH SIGNAL AND 2.4 FT (0.7 M) NORTH OF A STEEL GT2133'WITNESS POST IN LINE WITH THE OLEANDERS. GT2133 GT2133 STATION RECOVERY (1992) GT2133 GT2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 GT2133'STATION IS LOCATED IN THE SOUTH SECTION OF FRESNO, IN THE INDUSTRIAL GT2133'AREA, 1 KM (0.6 MI) NORTHEAST OF STATE HIGHWAY 99, ADJACENT TO A GT2133'CALTRANS MAINTAINANCE YARD, ALONG GOLDEN STATE BOULEVARD, 0.3 KM GT2133'(0.2 MI) SOUTHEAST OF THE FLEMING FOODS WATER TANK, ON ROAD GT2133'RIGHT-OF-WAY. OWNERSHIP--CITY OF FRESNO. GT2133'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND GT2133'CEDAR AVENUE, 2.1 KM (1.3 MI) SOUTHEAST OF THE JUNCTION OF STATE GT2133'HIGHWAYS 41 SOUTH AND 99, GO EASTERLY ON CEDAR AVENUE FOR 0.27 KM GT2133'(0.17 MI) TO A CROSSROAD (NORTH AVENUE). CONTINUE AHEAD ON CEDAR GT2133'AVENUE FOR 0.60 KM (0.37 MI) TO A FOUR-LANE CROSSROAD. TURN LEFT, GT2133'NORTHWEST, ON GOLDEN STATE BOULEVARD FOR 0.18 KM (0.11 MI) TO THE GT2133'STATION ON THE RIGHT AT A METAL BUILDING. GT2133'STATION MARK IS A DISK SET ON A ROD ENCASED IN PVC PIPE WITH LOGO CAP GT2133'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 17.6 M GT2133'(57.7 FT) NORTHEAST OF AND SLIGHTLY LOWER THAN THE NORTHBOUND LANES GT2133'OF STREET, 54.8 M (179.8 FT) NORTHWEST OF FENCE CORNER OF THE GT2133'CALTRANS YARD, 6.6 M (21.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 5.0 M GT2133'(16.4 FT) SOUTHEAST OF THE EXTENDED NORTHWEST WALL OF A METAL GT2133'BUILDING, 0.7 M (2.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND GT2133'IN LINE WITH A ROW OF OLEANDER BUSHES. GT2133 GT2133 STATION RECOVERY (1993) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 1993 (NT) GT2133'RECOVERED AS DESCRIBED. GT2133 GT2133 STATION RECOVERY (1993) GT2133 GT2133'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) GT2133'RECOVERED AS DESCRIBED. GT2133 GT2133 STATION RECOVERY (1994) GT2133 GT2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GT2133'THE STATION IS LOCATED IN THE SOUTH SECTION OF FRESNO, IN THE GT2133'INDUSTRIAL AREA, ADJACENT TO A CALTRANS MAINTENANCE YARD, AND ALONG GT2133'GOLDEN STATE BOULEVARD. OWNERSHIP--CITY OF FRESNO. TO REACH FROM THE GT2133'OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND CEDAR AVENUE, GT2133'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 41 SOUTH AND 99 IN FRESNO, GT2133'GO NORTH ON CEDAR AVENUE FOR 0.25 KM (0.16 MI) TO A CROSSROAD (NORTH GT2133'AVENUE). CONTINUE AHEAD ON CEDAR AVE FOR 0.6 KM (0.4 MI) TO A GT2133'FOUR-LANE CROSSROAD. TURN LEFT, NORTHWEST, ON GOLDEN STATE BOULEVARD GT2133'FOR 0.15 KM (0.09 MI) TO THE STATION ON THE RIGHT AT A METAL BUILDING. GT2133'STATION MARK IS A STANDARD CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD GT2133'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH GT2133'THE GROUND. IT IS 17.6 M (57.7 FT) NORTHEAST OF, AND SLIGHTLY LOWER GT2133'THAN, THE NORTHBOUND LANES OF THE BOULEVARD, 54.8 M (179.8 FT) GT2133'NORTHWEST OF THE SOUTH FENCE CORNER OF THE CALTRANS YARD, 6.6 M (21.7 GT2133'FT) SOUTHWEST OF A CHAIN LINK FENCE, 5.0 SOUTHEAST OF THE EXTENDED GT2133'NORTHWEST WALL OF A METAL BUILDING, 0.7 M (2.3 FT) SOUTHWEST OF A GT2133'FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A FIBERGLASS GT2133'WITNESS POST. ROD DEPTH IS UNKNOWN. GT2133 GT2133 STATION RECOVERY (2000) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GT2133'RECOVERED IN GOOD CONDITION. GT2133 GT2133 STATION RECOVERY (2004) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 2004 GT2133'RECOVERED AS DESCRIBED. ROD IS ALUMINUM ALLOY. GT2133 GT2133 STATION RECOVERY (2004) GT2133 GT2133'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT2133'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT2133'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT2133'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4264 *********************************************************************** GU4264 HT_MOD - This is a Height Modernization Survey Station. GU4264 FBN - This is a Federal Base Network Control Station. GU4264 DESIGNATION - HPGN CA 06 07 GU4264 PID - GU4264 GU4264 STATE/COUNTY- CA/FRESNO GU4264 USGS QUAD - CANTUA CREEK (1984) GU4264 GU4264 *CURRENT SURVEY CONTROL GU4264 ___________________________________________________________________ GU4264* NAD 83(1998)- 36 30 03.83197(N) 120 21 13.83794(W) ADJUSTED GU4264* NAVD 88 - 100.78 (meters) 330.6 (feet) GPS OBS GU4264 ___________________________________________________________________ GU4264 EPOCH DATE - 2004.50 GU4264 X - -2,593,992.751 (meters) COMP GU4264 Y - -4,429,525.318 (meters) COMP GU4264 Z - 3,773,069.483 (meters) COMP GU4264 LAPLACE CORR- -1.38 (seconds) DEFLEC99 GU4264 ELLIP HEIGHT- 67.22 (meters) (06/30/05) GPS OBS GU4264 GEOID HEIGHT- -33.52 (meters) GEOID03 GU4264 GU4264 HORZ ORDER - B GU4264 ELLP ORDER - FOURTH CLASS I GU4264 GU4264.ITRF positions are available for this station. GU4264.The horizontal coordinates were established by GPS observations GU4264.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU4264.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU4264.DATUM ITEM on the data sheet items page. GU4264.The horizontal coordinates are valid at the epoch date displayed above. GU4264.The epoch date for horizontal control is a decimal equivalence GU4264.of Year/Month/Day. GU4264 GU4264.The orthometric height was determined by GPS observations and a GU4264.high-resolution geoid model using precise GPS observation and GU4264.processing techniques. GU4264 GU4264.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4264 GU4264.The Laplace correction was computed from DEFLEC99 derived deflections. GU4264 GU4264.The ellipsoidal height was determined by GPS observations GU4264.and is referenced to NAD 83. GU4264 GU4264.The geoid height was determined by GEOID03. GU4264 GU4264; North East Units Scale Factor Converg. GU4264;SPC CA 4 - 630,427.715 1,878,720.213 MT 0.99994312 -0 48 27.7 GU4264;SPC CA 4 - 2,068,328.26 6,163,767.90 sFT 0.99994312 -0 48 27.7 GU4264;UTM 10 - 4,042,782.916 736,998.814 MT 1.00029208 +1 34 29.2 GU4264 GU4264! - Elev Factor x Scale Factor = Combined Factor GU4264!SPC CA 4 - 0.99998945 x 0.99994312 = 0.99993257 GU4264!UTM 10 - 0.99998945 x 1.00029208 = 1.00028153 GU4264 GU4264 SUPERSEDED SURVEY CONTROL GU4264 GU4264 NAD 83(1998)- 36 30 03.82976(N) 120 21 13.83586(W) AD(1998.50) A GU4264 ELLIP H (04/06/00) 67.29 (m) GP(1998.50) 3 1 GU4264 NAD 83(1986)- 36 30 03.82268(N) 120 21 13.82643(W) AD(1984.00) 1 GU4264 NAD 83(1992)- 36 30 03.82674(N) 120 21 13.83175(W) AD(1991.35) B GU4264 ELLIP H (05/15/92) 67.32 (m) GP(1991.35) 4 2 GU4264 GU4264.Superseded values are not recommended for survey control. GU4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4264.See file dsdata.txt to determine how the superseded data were derived. GU4264 GU4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3699942783(NAD 83) GU4264_MARKER: DD = SURVEY DISK GU4264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) GU4264_SP_SET: ALUMINUM ALLOY ROD GU4264_STAMPING: HPGN-CALIF. STA.06-07 1991 GU4264_MARK LOGO: CADT GU4264_PROJECTION: FLUSH GU4264_MAGNETIC: N = NO MAGNETIC MATERIAL GU4264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4264+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU4264_ROD/PIPE-DEPTH: 8.00 meters GU4264 GU4264 HISTORY - Date Condition Report By GU4264 HISTORY - 1991 MONUMENTED CADT GU4264 HISTORY - 19910513 GOOD NGS GU4264 HISTORY - 19930119 GOOD CADT GU4264 HISTORY - 19940214 GOOD NGS GU4264 HISTORY - 19951127 GOOD CADT GU4264 HISTORY - 19980408 GOOD NGS GU4264 HISTORY - 20040901 GOOD CSRC GU4264 GU4264 STATION DESCRIPTION GU4264 GU4264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 GU4264'THE STATION IS LOCATED ABOUT 32 MI (51.5 KM) SOUTHWEST OF FRESNO, 16 GU4264'MI (25.7 KM) SOUTH OF MENDOTA AND IN THE SOUTHEAST QUADRANT OF THE GU4264'INTERSECTION OF THE CALIFORNIA AQUEDUCT AND CLARKSON AVENUE. GU4264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND GU4264'CLARKSON AVENUE IN SOUTHEAST THREE ROCKS, GO SOUTHEAST ON CLARKSON GU4264'AVENUE FOR 1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT, JUST AFTER GU4264'CROSSING THE CALIFORNIA AQUEDUCT. GU4264'THE STATION IS AN ALUMINUM DISK CEMENTED TO AN ALUMINUM ALLOY ROD GU4264'ENCLOSED IN A LOGO CAP AND SET 6 FT (1.8 M) LOWER THAN THE ROAD. GU4264'LOCATED 100.0 FT (30.5 M) SOUTH OF THE CENTERLINE OF CLARKSON AVENUE, GU4264'40.0 FT (12.2 M) NORTHEAST OF THE NORTHEAST HINGEPOINT OF THE GU4264'AQUEDUCT, 23.0 FT (7.0 M) EAST OF THE EAST GATEPOST TO THE SERVICE GU4264'ROAD, 14.1 FT (4.3 M) SOUTHWEST OF A FENCE CORNER AND 2.0 FT (0.6 M) GU4264'NORTHWEST OF A FIBERGLASS WITNESS POST. GU4264'TO REACH THE BENCHMARK FROM THE INTERSECTION OF HWY 33 AND CLARKSON GU4264'AVE, GO NORTH ON HWY 33 1.0 MI (1.6 KM) TO THE BENCHMARK ON YOUR GU4264'RIGHT. BENCHMARK IS STAMPED E 362 1953. GU4264 GU4264 STATION RECOVERY (1993) GU4264 GU4264'RECOVERY NOTE BY CALTRANS 1993 (NT) GU4264'RECOVERED AS DESCRIBED. GU4264 GU4264 STATION RECOVERY (1994) GU4264 GU4264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GU4264'THE STATION IS LOCATED ABOUT 50 KM (31.1 MI) SOUTHWEST OF FRESNO, 25 GU4264'KM (15.5 MI) SOUTH OF MENDOTA, AND IN THE SOUTHEAST QUADRANT OF THE GU4264'CROSSING OF CLARKSON AVENUE OVER THE CALIFORNIA AQUEDUCT. GU4264'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE GU4264'JUNCTION OF STATE HIGHWAY 33 AND CLARKSON AVENUE IN SOUTHEAST THREE GU4264'ROCKS, GO SOUTHEAST ON CLARKSON AVENUE FOR 3.1 KM (1.9 MI) TO THE GU4264'STATION ON THE RIGHT, JUST AFTER CROSSING THE CALIFORNIA AQUEDUCT. GU4264'STATION MARK IS A STANDARD CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD GU4264'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH GU4264'THE GROUND. IT IS 37.9 M (124.3 FT) SOUTH-SOUTHEAST OF, AND 2 M (6.6 GU4264'FT) LOWER THAN, THE CENTER OF CLARKSON AVE, 12.7 M (41.7 FT) GU4264'EAST-NORTHEAST OF THE TOP OF THE NORTHEAST BANK OF THE AQUADUCT, 8.0 M GU4264'(26.2 FT) EAST OF THE EAST GATEPOST TO THE SERVICE ROAD, 4.3 M (14.1 GU4264'FT) SOUTH-SOUTHWEST OF A FENCE CORNER, AND 0.6 M (2.0 FT) GU4264'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST. GU4264 GU4264 STATION RECOVERY (1995) GU4264 GU4264'RECOVERY NOTE BY CALTRANS 1995 (RGD) GU4264'RECOVERED AS DESCRIBED. GU4264 GU4264 STATION RECOVERY (1998) GU4264 GU4264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) GU4264'THE STATION IS LOCATED ABOUT 51.5 KM (32.00 MI) SOUTHWEST OF FRESNO, GU4264'25.7 KM (15.95 MI) SOUTHWEST OF SAN JOAQUIN, 9.0 KM (5.60 MI) GU4264'NORTHEAST OF INTERSTATE HIGHWAY 5, IN THE SOUTHEAST QUADRANT OF THE GU4264'INTERSECTION OF THE CALIFORNIA AQUEDUCT AND CLARKSON AVENUE, BEHIND GU4264'THE THREE ROCKS FISHING ACCESS SIGN AND INSIDE A FENCE. GU4264'OWNERSHIP--CALIFORNIA DEPARTMENT OF WATER RESOURCES. TO REACH THE GU4264'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY GU4264'33, ABOUT 25.7 KM (15.95 MI) SOUTHWEST OF SAN JOAQUIN, GO NORTHERLY GU4264'FOR 7.43 KM (4.60 MI) ON HIGHWAY 33 TO THE COMMUNITY OF THREE ROCKS GU4264'AND CLARKSON AVENUE ON THE RIGHT. TURN RIGHT, EAST FOR 3.13 KM (1.95 GU4264'MI) ON CLARKSON AVENUE TO THE STATION ON THE RIGHT, JUST AFTER GU4264'CROSSING THE AQUEDUCT. LOCATED 30.5 M (100.1 FT) SOUTH OF THE CENTER GU4264'OF CLARKSON AVENUE, 12.2 M (40.0 FT) NORTHEAST OF THE NORTHEAST GU4264'HINGEPOINT OF THE AQUEDUCT, 7.0 M (23.0 FT) EAST OF THE EAST GATEPOST GU4264'TO THE SERVICE ROAD, 4.3 M (14.1 FT) SOUTHWEST OF A FENCE CORNER, 0.6 GU4264'M (2.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, ABOUT 0.3 M (1.0 GU4264'FT) LOWER THAN THE SERVICE ROAD AND FLUSH WITH GROUND. GU4264 GU4264 STATION RECOVERY (2004) GU4264 GU4264'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU4264'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU4264'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4264'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6107 *********************************************************************** AC6107 HT_MOD - This is a Height Modernization Survey Station. AC6107 DESIGNATION - HPGN D CA 06 MG AC6107 PID - AC6107 AC6107 STATE/COUNTY- CA/FRESNO AC6107 USGS QUAD - RIVERDALE (1954) AC6107 AC6107 *CURRENT SURVEY CONTROL AC6107 ___________________________________________________________________ AC6107* NAD 83(1998)- 36 26 23.86245(N) 119 47 57.04044(W) ADJUSTED AC6107* NAVD 88 - 70.44 (meters) 231.1 (feet) GPS OBS AC6107 ___________________________________________________________________ AC6107 EPOCH DATE - 2004.50 AC6107 X - -2,552,981.856 (meters) COMP AC6107 Y - -4,457,905.930 (meters) COMP AC6107 Z - 3,767,599.261 (meters) COMP AC6107 LAPLACE CORR- 4.96 (seconds) DEFLEC99 AC6107 ELLIP HEIGHT- 37.59 (meters) (06/30/05) GPS OBS AC6107 GEOID HEIGHT- -32.81 (meters) GEOID03 AC6107 AC6107 HORZ ORDER - B AC6107 ELLP ORDER - FOURTH CLASS I AC6107 AC6107.The horizontal coordinates were established by GPS observations AC6107.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6107.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6107.DATUM ITEM on the data sheet items page. AC6107.The horizontal coordinates are valid at the epoch date displayed above. AC6107.The epoch date for horizontal control is a decimal equivalence AC6107.of Year/Month/Day. AC6107 AC6107.The orthometric height was determined by GPS observations and a AC6107.high-resolution geoid model using precise GPS observation and AC6107.processing techniques. AC6107 AC6107.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6107 AC6107.The Laplace correction was computed from DEFLEC99 derived deflections. AC6107 AC6107.The ellipsoidal height was determined by GPS observations AC6107.and is referenced to NAD 83. AC6107 AC6107.The geoid height was determined by GEOID03. AC6107 AC6107; North East Units Scale Factor Converg. AC6107;SPC CA 4 - 623,090.941 1,928,350.232 MT 0.99994600 -0 28 36.4 AC6107;SPC CA 4 - 2,044,257.53 6,326,595.72 sFT 0.99994600 -0 28 36.4 AC6107;UTM 11 - 4,036,390.591 249,095.855 MT 1.00037569 -1 39 48.7 AC6107 AC6107! - Elev Factor x Scale Factor = Combined Factor AC6107!SPC CA 4 - 0.99999410 x 0.99994600 = 0.99994010 AC6107!UTM 11 - 0.99999410 x 1.00037569 = 1.00036979 AC6107 AC6107 SUPERSEDED SURVEY CONTROL AC6107 AC6107 NAD 83(1992)- 36 26 23.85731(N) 119 47 57.03409(W) AD(1991.35) 1 AC6107 ELLIP H (01/22/97) 37.84 (m) GP(1991.35) 4 2 AC6107 AC6107.Superseded values are not recommended for survey control. AC6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6107.See file dsdata.txt to determine how the superseded data were derived. AC6107 AC6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4909636391(NAD 83) AC6107_MARKER: DD = SURVEY DISK AC6107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6107_STAMPING: CA-HPGN-DENSIFICATION STA. 06-MG 1993 AC6107_MARK LOGO: CADT AC6107_PROJECTION: FLUSH AC6107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC6107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6107+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC6107_ROD/PIPE-DEPTH: 8.5 meters AC6107 AC6107 HISTORY - Date Condition Report By AC6107 HISTORY - 1993 MONUMENTED CADT AC6107 HISTORY - 20000728 GOOD CADT AC6107 HISTORY - 20040519 GOOD CADT AC6107 AC6107 STATION DESCRIPTION AC6107 AC6107'DESCRIBED BY CALTRANS 1993 (DAB) AC6107'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 41 AND AC6107'MT WHITNEY AVENUE, ABOUT 21 MI (33.8 KM) SOUTH OF FRESNO, 11 MI (17.7 AC6107'KM) NORTHWEST OF HANFORD AND 9.5 MI (15.3 KM) NORTH OF LEMOORE. TO AC6107'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 198, AC6107'ABOUT 1 MI (1.6 KM) SOUTHWEST OF LEMOORE, GO NORTH ON HIGHWAY 41 FOR AC6107'5.5 MI (8.9 KM) TO THE BRIDGE OVER THE SOUTH FORK KINGS RIVER. AC6107'CONTINUE NORTH ON HIGHWAY 41 FOR 1.6 MI (2.6 KM) TO THE BRIDGE OVER AC6107'THE NORTH FORK KINGS RIVER. CONTINUE NORTH ON HIGHWAY 41 FOR 3.1 MI AC6107'(5.0 KM) TO THE INTERSECTION WITH MT WHITNEY AVENUE. CONTINUE NORTH AC6107'ON HIGHWAY 41 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT AT POST AC6107'MILE 2.65. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH AC6107'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, ABOUT 100 FT (30.5 AC6107'M) SOUTHWEST OF A CONCRETE STANDPIPE, 48.0 FT (14.6 M) EAST OF THE AC6107'CENTERLINE OF HIGHWAY 41, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS AC6107'POST, 2.5 FT (0.8 M) WEST OT THE RIGHT-OF-WAY FENCE AND ABOUT 1 FT AC6107'(0.3 M) LOWER THAN HIGHWAY 41. THE STATION WAS OCCUPIED AS PART OF A AC6107'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6107 AC6107 STATION RECOVERY (2000) AC6107 AC6107'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6107'RECOVERED IN GOOD CONDITION. AC6107 AC6107 STATION RECOVERY (2004) AC6107 AC6107'RECOVERY NOTE BY CALTRANS 2004 (GC) AC6107'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AC6107'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6107'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6117 *********************************************************************** AC6117 HT_MOD - This is a Height Modernization Survey Station. AC6117 DESIGNATION - HPGN D CA 06 NC AC6117 PID - AC6117 AC6117 STATE/COUNTY- CA/FRESNO AC6117 USGS QUAD - MONOCLINE RIDGE (1971) AC6117 AC6117 *CURRENT SURVEY CONTROL AC6117 ___________________________________________________________________ AC6117* NAD 83(1998)- 36 36 16.36810(N) 120 35 10.47627(W) ADJUSTED AC6117* NAVD 88 - 190.72 (meters) 625.7 (feet) GPS OBS AC6117 ___________________________________________________________________ AC6117 EPOCH DATE - 2004.50 AC6117 X - -2,608,494.951 (meters) COMP AC6117 Y - -4,413,142.039 (meters) COMP AC6117 Z - 3,782,347.994 (meters) COMP AC6117 LAPLACE CORR- -4.35 (seconds) DEFLEC99 AC6117 ELLIP HEIGHT- 157.35 (meters) (06/30/05) GPS OBS AC6117 GEOID HEIGHT- -33.33 (meters) GEOID03 AC6117 AC6117 HORZ ORDER - B AC6117 ELLP ORDER - FOURTH CLASS I AC6117 AC6117.The horizontal coordinates were established by GPS observations AC6117.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6117.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6117.DATUM ITEM on the data sheet items page. AC6117.The horizontal coordinates are valid at the epoch date displayed above. AC6117.The epoch date for horizontal control is a decimal equivalence AC6117.of Year/Month/Day. AC6117 AC6117.The orthometric height was determined by GPS observations and a AC6117.high-resolution geoid model using precise GPS observation and AC6117.processing techniques. AC6117 AC6117.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6117 AC6117.The Laplace correction was computed from DEFLEC99 derived deflections. AC6117 AC6117.The ellipsoidal height was determined by GPS observations AC6117.and is referenced to NAD 83. AC6117 AC6117.The geoid height was determined by GEOID03. AC6117 AC6117; North East Units Scale Factor Converg. AC6117;SPC CA 4 - 642,227.495 1,858,092.843 MT 0.99994083 -0 56 46.8 AC6117;SPC CA 4 - 2,107,041.37 6,096,092.94 sFT 0.99994083 -0 56 46.8 AC6117;UTM 10 - 4,053,717.493 715,892.263 MT 1.00017427 +1 26 23.5 AC6117 AC6117! - Elev Factor x Scale Factor = Combined Factor AC6117!SPC CA 4 - 0.99997531 x 0.99994083 = 0.99991614 AC6117!UTM 10 - 0.99997531 x 1.00017427 = 1.00014957 AC6117 AC6117 SUPERSEDED SURVEY CONTROL AC6117 AC6117 NAD 83(1992)- 36 36 16.36342(N) 120 35 10.47066(W) AD(1991.35) 1 AC6117 ELLIP H (01/22/97) 157.42 (m) GP(1991.35) 4 2 AC6117 AC6117.Superseded values are not recommended for survey control. AC6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6117.See file dsdata.txt to determine how the superseded data were derived. AC6117 AC6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1589253717(NAD 83) AC6117_MARKER: DD = SURVEY DISK AC6117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AC6117_SP_SET: TOP OF BRIDGE ABUTMENT AC6117_STAMPING: CA-HPGN-DENSIFICATION STA. 06-NC 1996 AC6117_MARK LOGO: CADT AC6117_MAGNETIC: N = NO MAGNETIC MATERIAL AC6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6117+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6117 AC6117 HISTORY - Date Condition Report By AC6117 HISTORY - 1995 MONUMENTED CADT AC6117 HISTORY - 20040901 GOOD CSRC AC6117 AC6117 STATION DESCRIPTION AC6117 AC6117'DESCRIBED BY CALTRANS 1995 (RGD) AC6117'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 5/MANNING AVENUE AC6117'INTERCHANGE, ABOUT 46 MI (74.0 KM) WEST OF FRESNO, 35 MI (56.3 KM) AC6117'SOUTH-SOUTHEAST OF LOS BANOS AND 16 MI (25.7 KM) SOUTHWEST OF MENDOTA. AC6117'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND AC6117'STATE HIGHWAY 33, ABOUT 22 MI (35.4 KM) SOUTH OF MENDOTA, GO NORTH ON AC6117'INTERSTATE 5 FOR 8.4 MI (13.5 KM) TO THE KAMM AVENUE INTERCHANGE. AC6117'CONTINUE NORTH ON INTERSTATE 5 FOR 7.2 MI (11.6 KM) TO THE MANNING AC6117'AVENUE OFF-RAMP. TAKE THE OFF-RAMP NORTH FOR 0.25 MI (0.40 KM) TO THE AC6117'INTERSECTION WITH MANNING AVENUE. TURN LEFT AND GO WEST ON MANNING AC6117'AVENUE, CROSSING OVER INTERSTATE 5, FOR 0.15 MI (0.24 KM) TO THE WEST AC6117'END OF THE MANNING AVENUE OVERCROSSING AND THE STATION ON THE LEFT. AC6117'THE STATION IS SET FLUSH IN THE SIDEWALK ON THE SOUTH SIDE OF THE WEST AC6117'ABUTMENT OF THE MANNING AVENUE OVERCROSSING, ABOUT 180 FT (54.9 M) AC6117'WEST OF THE CENTERLINE OF INTERSTATE 5, 15.0 FT (4.6 M) SOUTH OF THE AC6117'CENTERLINE OF MANNING AVENUE, 13.4 FT (4.1 M) EAST OF THE WEST END OF AC6117'THE SIDEWALK AND BRIDGE RAIL, 3.5 FT (1.1 M) WEST OF THE EAST EDGE OF AC6117'THE ABUTMENT, 1.6 FT (0.5 M) NORTH OF THE BRIDGE RAIL AND 1.0 FT (0.3 AC6117'M) HIGHER THAN THE ROADWAY. THE STATION WAS OCCUPIED AS PART OF A AC6117'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6117 AC6117 STATION RECOVERY (2004) AC6117 AC6117'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6117'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6117'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6117'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6118 *********************************************************************** AC6118 HT_MOD - This is a Height Modernization Survey Station. AC6118 DESIGNATION - HPGN D CA 06 PC AC6118 PID - AC6118 AC6118 STATE/COUNTY- CA/FRESNO AC6118 USGS QUAD - HAMMONDS RANCH (1984) AC6118 AC6118 *CURRENT SURVEY CONTROL AC6118 ___________________________________________________________________ AC6118* NAD 83(1998)- 36 46 40.64371(N) 120 43 25.33654(W) ADJUSTED AC6118* NAVD 88 - 156.21 (meters) 512.5 (feet) GPS OBS AC6118 ___________________________________________________________________ AC6118 EPOCH DATE - 2004.50 AC6118 X - -2,613,186.614 (meters) COMP AC6118 Y - -4,396,962.961 (meters) COMP AC6118 Z - 3,797,758.565 (meters) COMP AC6118 LAPLACE CORR- -5.00 (seconds) DEFLEC99 AC6118 ELLIP HEIGHT- 122.90 (meters) (06/30/05) GPS OBS AC6118 GEOID HEIGHT- -33.27 (meters) GEOID03 AC6118 AC6118 HORZ ORDER - B AC6118 ELLP ORDER - FOURTH CLASS I AC6118 AC6118.The horizontal coordinates were established by GPS observations AC6118.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6118.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6118.DATUM ITEM on the data sheet items page. AC6118.The horizontal coordinates are valid at the epoch date displayed above. AC6118.The epoch date for horizontal control is a decimal equivalence AC6118.of Year/Month/Day. AC6118 AC6118.The orthometric height was determined by GPS observations and a AC6118.high-resolution geoid model using precise GPS observation and AC6118.processing techniques. It supersedes the leveled height previously AC6118.determined for this station. AC6118 AC6118.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6118 AC6118.The Laplace correction was computed from DEFLEC99 derived deflections. AC6118 AC6118.The ellipsoidal height was determined by GPS observations AC6118.and is referenced to NAD 83. AC6118 AC6118.The geoid height was determined by GEOID03. AC6118 AC6118; North East Units Scale Factor Converg. AC6118;SPC CA 4 - 661,678.807 1,846,142.019 MT 0.99994427 -1 01 42.0 AC6118;SPC CA 4 - 2,170,857.89 6,056,884.27 sFT 0.99994427 -1 01 42.0 AC6118;UTM 10 - 4,072,657.520 703,138.489 MT 1.00010840 +1 21 47.9 AC6118 AC6118! - Elev Factor x Scale Factor = Combined Factor AC6118!SPC CA 4 - 0.99998071 x 0.99994427 = 0.99992498 AC6118!UTM 10 - 0.99998071 x 1.00010840 = 1.00008911 AC6118 AC6118 SUPERSEDED SURVEY CONTROL AC6118 AC6118 NAD 83(1992)- 36 46 40.63923(N) 120 43 25.33134(W) AD(1991.35) 1 AC6118 ELLIP H (01/22/97) 123.01 (m) GP(1991.35) 4 2 AC6118 NAVD 88 (01/22/97) 156.28 (m) 512.7 (f) LEVELING 3 AC6118 AC6118.Superseded values are not recommended for survey control. AC6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6118.See file dsdata.txt to determine how the superseded data were derived. AC6118 AC6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0313872658(NAD 83) AC6118_MARKER: DD = SURVEY DISK AC6118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AC6118_SP_SET: TOP OF BRIDGE ABUTMENT AC6118_STAMPING: CA-HPGN-DENSIFICATION STA. 06-PC 1996 AC6118_MARK LOGO: CADT AC6118_MAGNETIC: N = NO MAGNETIC MATERIAL AC6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6118+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003 AC6118 AC6118 HISTORY - Date Condition Report By AC6118 HISTORY - 1995 MONUMENTED CADT AC6118 HISTORY - 20030218 GOOD CADT AC6118 AC6118 STATION DESCRIPTION AC6118 AC6118'DESCRIBED BY CALTRANS 1995 (RGD) AC6118'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 5/SHIELDS AVENUE AC6118'INTERCHANGE, ABOUT 53 MI (85.3 KM) WEST OF FRESNO, 20 MI (32.2 KM) AC6118'SOUTH-SOUTHEAST OF LOS BANOS AND 20 MI (32.2 KM) WEST OF MENDOTA. TO AC6118'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 5 AND STATE HIGHWAY AC6118'165, ABOUT 8 MI (12.9 KM) SOUTH OF LOS BANOS, GO SOUTH ON INTERSTATE 5 AC6118'FOR 6.3 MI (10.1 KM) TO THE MERCED/FRESNO COUNTY LINE. CONTINUE SOUTH AC6118'ON INTERSTATE 5 FOR 5.9 MI (9.5 KM) TO THE SHIELDS AVENUE OFF-RAMP. AC6118'TAKE THE OFF-RAMP SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH AC6118'SHIELDS AVENUE. TURN LEFT AND GO EAST ON SHIELDS AVENUE, CROSSING AC6118'OVER INTERSTATE 5, FOR 0.15 MI (0.24 KM) TO THE EAST END OF THE AC6118'SHIELDS AVENUE OVERCROSSING AND THE STATION ON THE LEFT. THE STATION AC6118'IS SET FLUSH IN THE SIDEWALK ON THE NORTH SIDE OF THE EAST ABUTMENT OF AC6118'THE SHIELDS AVENUE OVERCROSSING, ABOUT 135 FT (41.1 M) EAST OF THE AC6118'CENTERLINE OF INTERSTATE 5, 15.2 FT (4.6 M) WEST OF THE EAST END OF AC6118'THE SIDEWALK AND BRIDGE RAIL, 14.3 FT (4.4 M) NORTH OF THE CENTERLINE AC6118'OF SHIELDS AVENUE, 14.1 FT (4.3 M) WEST OF NGS BENCHMARK G 1074, 2.0 AC6118'FT (0.6 M) EAST OF THE WEST EDGE OF THE ABUTMENT, 1.5 FT (0.5 M) SOUTH AC6118'OF THE BRIDGE RAIL AND 0.7 FT (0.2 M) HIGHER THAN THE ROADWAY. THE AC6118'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC6118'SURVEY. AC6118 AC6118 STATION RECOVERY (2003) AC6118 AC6118'RECOVERY NOTE BY CALTRANS 2003 (DK) AC6118'RECOVERED IN GOOD CONDITION AS DESCRIBED THIS STATION WAS OBSERVED AS AC6118'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6118'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6102 *********************************************************************** AC6102 HT_MOD - This is a Height Modernization Survey Station. AC6102 DESIGNATION - HPGN D CA 06 QF AC6102 PID - AC6102 AC6102 STATE/COUNTY- CA/FRESNO AC6102 USGS QUAD - FRESNO NORTH (1981) AC6102 AC6102 *CURRENT SURVEY CONTROL AC6102 ___________________________________________________________________ AC6102* NAD 83(1998)- 36 47 33.93475(N) 119 51 39.02064(W) ADJUSTED AC6102* NAVD 88 - 89.14 (meters) 292.5 (feet) GPS OBS AC6102 ___________________________________________________________________ AC6102 EPOCH DATE - 2004.50 AC6102 X - -2,546,159.117 (meters) COMP AC6102 Y - -4,434,918.119 (meters) COMP AC6102 Z - 3,799,034.739 (meters) COMP AC6102 LAPLACE CORR- 5.35 (seconds) DEFLEC99 AC6102 ELLIP HEIGHT- 56.94 (meters) (04/01/05) GPS OBS AC6102 GEOID HEIGHT- -32.15 (meters) GEOID03 AC6102 AC6102 HORZ ORDER - B AC6102 ELLP ORDER - THIRD CLASS I AC6102 AC6102.The horizontal coordinates were established by GPS observations AC6102.and adjusted by the GEODETIC SOLUTIONS in April 2005. AC6102.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6102.DATUM ITEM on the data sheet items page. AC6102.The horizontal coordinates are valid at the epoch date displayed above. AC6102.The epoch date for horizontal control is a decimal equivalence AC6102.of Year/Month/Day. AC6102 AC6102.The orthometric height was determined by GPS observations and a AC6102.high-resolution geoid model using precise GPS observation and AC6102.processing techniques. AC6102 AC6102.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6102 AC6102.The Laplace correction was computed from DEFLEC99 derived deflections. AC6102 AC6102.The ellipsoidal height was determined by GPS observations AC6102.and is referenced to NAD 83. AC6102 AC6102.The geoid height was determined by GEOID03. AC6102 AC6102; North East Units Scale Factor Converg. AC6102;SPC CA 4 - 662,285.032 1,923,173.078 MT 0.99994499 -0 30 48.8 AC6102;SPC CA 4 - 2,172,846.81 6,309,610.34 sFT 0.99994499 -0 30 48.8 AC6102;UTM 11 - 4,075,701.591 244,734.398 MT 1.00040283 -1 42 51.6 AC6102 AC6102! - Elev Factor x Scale Factor = Combined Factor AC6102!SPC CA 4 - 0.99999106 x 0.99994499 = 0.99993605 AC6102!UTM 11 - 0.99999106 x 1.00040283 = 1.00039389 AC6102 AC6102 SUPERSEDED SURVEY CONTROL AC6102 AC6102 NAD 83(1992)- 36 47 33.93010(N) 119 51 39.01395(W) AD(1991.35) 1 AC6102 ELLIP H (01/22/97) 57.06 (m) GP(1991.35) 4 2 AC6102 AC6102.Superseded values are not recommended for survey control. AC6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6102.See file dsdata.txt to determine how the superseded data were derived. AC6102 AC6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4473475702(NAD 83) AC6102_MARKER: DD = SURVEY DISK AC6102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6102_STAMPING: CA-HPGN-DENSIFICATION STA. 06-QF 1993 AC6102_MARK LOGO: CADT AC6102_PROJECTION: FLUSH AC6102_MAGNETIC: N = NO MAGNETIC MATERIAL AC6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6102+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 AC6102_ROD/PIPE-DEPTH: 7.00 meters AC6102 AC6102 HISTORY - Date Condition Report By AC6102 HISTORY - 1993 MONUMENTED CADT AC6102 HISTORY - 20001021 GOOD CADT AC6102 HISTORY - 2004 GOOD CADT AC6102 HISTORY - 20040901 GOOD CSRC AC6102 AC6102 STATION DESCRIPTION AC6102 AC6102'DESCRIBED BY CALTRANS 1993 (NT) AC6102'THE STATION IS LOCATED IN FRESNO NEAR THE STATE HIGHWAY 99/ASHLAN AC6102'AVENUE INTERCHANGE. TO REACH THE STATION FROM THE INTERSECTION OF AC6102'ASHLAN AVENUE AND HIGHWAY 99, GO EAST ON ASHLAN AVENUE FOR 0.15 MI AC6102'(0.24 KM) TO GOLDEN STATE BLVD. TURN LEFT AND GO NORTH ON GOLDEN AC6102'STATE BLVD FOR 0.05 MI (0.08 KM) TO A SIDE ROAD RIGHT, GOLDEN STATE AC6102'BLVD, ALSO SIGNED AS THE SOUTHBOUND ON-RAMP TO HIGHWAY 99. TURN RIGHT AC6102'AND GO SOUTHEASTERLY ON GOLDEN STATE BLVD, PASSING UNDER ASHLAN AC6102'AVENUE, FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT AT THE AC6102'ENTRANCE OF THE ON-RAMP TO HIGHWAY 99. THE STATION IS A SURVEY DISK AC6102'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC6102'GROUND, ABOUT 175 FT (53.3 M) SOUTHEAST OF THE CENTERLINE OF AC6102'BUCKINGHAM AVENUE, 72.8 FT (22.2 M) SOUTHWEST OF THE CENTERLINE OF AC6102'GOLDEN STATE BLVD, 36.0 FT (11.0 M) WEST OF THE CENTERLINE OF THE AC6102'SOUTHBOUND ON-RAMP TO HIGHWAY 99, 8.0 FT (2.4 M) EAST OF A 6 FT (1.8 AC6102'M) CHAIN LINK FENCE, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AC6102'AND LEVEL WITH THE ROADWAY. THE STATION WAS OCCUPIED AS PART OF A AC6102'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6102 AC6102 STATION RECOVERY (2000) AC6102 AC6102'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6102'RECOVERED IN GOOD CONDITION. AC6102 AC6102 STATION RECOVERY (2004) AC6102 AC6102'RECOVERY NOTE BY CALTRANS 2004 AC6102'RECOVERED AS DESCRIBED. AC6102 AC6102 STATION RECOVERY (2004) AC6102 AC6102'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) AC6102'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6102'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6102'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0083 *********************************************************************** GU0083 DESIGNATION - K 1074 GU0083 PID - GU0083 GU0083 STATE/COUNTY- CA/FRESNO GU0083 USGS QUAD - CHANEY RANCH (1971) GU0083 GU0083 *CURRENT SURVEY CONTROL GU0083 ___________________________________________________________________ GU0083* NAD 83(1986)- 36 38 22. (N) 120 37 23. (W) SCALED GU0083* NAVD 88 - 153.65 (+/-2cm) 504.1 (feet) VERTCON GU0083 ___________________________________________________________________ GU0083 GEOID HEIGHT- -33.33 (meters) GEOID03 GU0083 GU0083 VERT ORDER - FIRST CLASS I (See Below) GU0083 GU0083.The horizontal coordinates were scaled from a topographic map and have GU0083.an estimated accuracy of +/- 6 seconds. GU0083 GU0083.The NAVD 88 height was computed by applying the VERTCON shift value to GU0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0083.The vertical order pertains to the NGVD 29 superseded value. GU0083 GU0083.The geoid height was determined by GEOID03. GU0083 GU0083; North East Units Estimated Accuracy GU0083;SPC CA 4 - 646,150. 1,854,870. MT (+/- 180 meters Scaled) GU0083 GU0083 SUPERSEDED SURVEY CONTROL GU0083 GU0083 NGVD 29 (??/??/92) 152.796 (m) 501.30 (f) ADJ UNCH 1 1 GU0083 GU0083.Superseded values are not recommended for survey control. GU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0083.See file dsdata.txt to determine how the superseded data were derived. GU0083 GU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF125575(NAD 83) GU0083_MARKER: DB = BENCH MARK DISK GU0083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE GU0083_SP_SET: ABUTMENT GU0083_STAMPING: K 1074 1967 GU0083_MARK LOGO: CGS GU0083_MAGNETIC: N = NO MAGNETIC MATERIAL GU0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU0083+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU0083 GU0083 HISTORY - Date Condition Report By GU0083 HISTORY - 1967 MONUMENTED CGS GU0083 HISTORY - 1973 GOOD NGS GU0083 HISTORY - 1975 GOOD NGS GU0083 HISTORY - 19881130 GOOD NGS GU0083 HISTORY - 20040824 GOOD CADT GU0083 GU0083 STATION DESCRIPTION GU0083 GU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 GU0083'2.4 MI SW FROM PANOCHE SUBSTATION. GU0083'2.45 MILES SOUTHWEST ALONG PANOCHE AVENUE FROM PACIFIC GAS AND GU0083'ELECTRIC PANOCHE SUBSTATION AT THE INTERSECTION OF INTERSTATE GU0083'HIGHWAY ROUTE 5, NORTH CORNER OF BRIDGE OVER INTERSTATE ROUTE GU0083'5, 3.0 FEET ABOVE THE ROAD (PANOCHE AVENUE), SET IN A DRILLED GU0083'HOLE ON THE NORTH CORNER OF THE BRIDGE CONCRETE GUARD RAILING. GU0083'2100 FEET N OF SW CORNER OF SW 1/4, SEC 12, T15S, R 12E GU0083 GU0083 STATION RECOVERY (1975) GU0083 GU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0083'RECOVERED IN GOOD CONDITION. GU0083 GU0083 STATION RECOVERY (1988) GU0083 GU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0083'RECOVERED IN GOOD CONDITION. GU0083 GU0083 STATION RECOVERY (2004) GU0083 GU0083'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0083'RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION WAS OCCUPIED AS GU0083'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0083'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1402 *********************************************************************** GU1402 DESIGNATION - K 1196 GU1402 PID - GU1402 GU1402 STATE/COUNTY- CA/FRESNO GU1402 USGS QUAD - GUIJARRAL HILLS (1971) GU1402 GU1402 *CURRENT SURVEY CONTROL GU1402 ___________________________________________________________________ GU1402* NAD 83(1998)- 36 08 16.03513(N) 120 09 33.80046(W) ADJUSTED GU1402* NAVD 88 - 150.49 (meters) 493.7 (feet) LEVELING GU1402 ___________________________________________________________________ GU1402 EPOCH DATE - 2004.50 GU1402 X - -2,590,959.962 (meters) COMP GU1402 Y - -4,458,981.687 (meters) COMP GU1402 Z - 3,740,618.553 (meters) COMP GU1402 LAPLACE CORR- -2.64 (seconds) DEFLEC99 GU1402 ELLIP HEIGHT- 116.46 (meters) (06/30/05) GPS OBS GU1402 GEOID HEIGHT- -33.99 (meters) GEOID03 GU1402 GU1402 HORZ ORDER - B GU1402 VERT ORDER - THIRD GU1402 ELLP ORDER - FOURTH CLASS I GU1402 GU1402.The horizontal coordinates were established by GPS observations GU1402.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1402.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1402.DATUM ITEM on the data sheet items page. GU1402.The horizontal coordinates are valid at the epoch date displayed above. GU1402.The epoch date for horizontal control is a decimal equivalence GU1402.of Year/Month/Day. GU1402 GU1402.The orthometric height was determined by differential leveling. GU1402.The vertical network tie was performed by a horz. field party for horz. GU1402.obs reductions. Reset procedures were used to establish the elevation. GU1402 GU1402.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1402 GU1402.The Laplace correction was computed from DEFLEC99 derived deflections. GU1402 GU1402.The ellipsoidal height was determined by GPS observations GU1402.and is referenced to NAD 83. GU1402 GU1402.The geoid height was determined by GEOID03. GU1402 GU1402; North East Units Scale Factor Converg. GU1402;SPC CA 4 - 589,893.476 1,895,652.312 MT 0.99997681 -0 41 30.0 GU1402;SPC CA 4 - 1,935,342.18 6,219,319.29 sFT 0.99997681 -0 41 30.0 GU1402;UTM 10 - 4,002,969.678 755,603.567 MT 1.00040508 +1 40 34.0 GU1402 GU1402! - Elev Factor x Scale Factor = Combined Factor GU1402!SPC CA 4 - 0.99998172 x 0.99997681 = 0.99995853 GU1402!UTM 10 - 0.99998172 x 1.00040508 = 1.00038679 GU1402 GU1402 SUPERSEDED SURVEY CONTROL GU1402 GU1402 NGVD 29 (??/??/92) 149.602 (m) 490.82 (f) ADJ UNCH 2 0 GU1402 GU1402.Superseded values are not recommended for survey control. GU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1402.See file dsdata.txt to determine how the superseded data were derived. GU1402 GU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF5560402970(NAD 83) GU1402_MARKER: DB = BENCH MARK DISK GU1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU1402_SP_SET: BRIDGE CURB GU1402_STAMPING: K 1196 1969 GU1402_MAGNETIC: N = NO MAGNETIC MATERIAL GU1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1402+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1402 GU1402 HISTORY - Date Condition Report By GU1402 HISTORY - 1969 MONUMENTED CGS GU1402 HISTORY - 1972 GOOD NGS GU1402 HISTORY - 20040901 GOOD CSRC GU1402 GU1402 STATION DESCRIPTION GU1402 GU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU1402'7.6 MI SW FROM HURON. GU1402'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1402'HURON, THENCE 3.15 MILES WEST ALONG JAYNE AVENUE, IN R17E T20S, GU1402'SECTION 31, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE GU1402'NORTH CONCRETE CURB OF A BRIDGE OVER INTERSTATE HIGHWAY 5, 15 GU1402'FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT GU1402'HIGHER THAN THE AVENUE. GU1402 GU1402 STATION RECOVERY (1972) GU1402 GU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1402'RECOVERED IN GOOD CONDITION. GU1402 GU1402 STATION RECOVERY (2004) GU1402 GU1402'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1402'RECOVERED IN GOOD CONDITION AS DESCRIBED. MONUMENT IS A 4-INCH BRASS GU1402'DISK LOCATED ON THE NORTH SIDE OF THE WEST ABUTMENT OF THE JAYNE AVE. GU1402'AND I-5 OVERPASS, BRIDGE NO. 42-231. TRAFFIC CONTROL SIGNAGE IS GU1402'ADVISED FOR SURVEY OCCUPATION. THIS STATION WAS OBSERVED AS PART OF GU1402'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0828 *********************************************************************** GU0828 DESIGNATION - K 998 GU0828 PID - GU0828 GU0828 STATE/COUNTY- CA/FRESNO GU0828 USGS QUAD - COIT RANCH (1984) GU0828 GU0828 *CURRENT SURVEY CONTROL GU0828 ___________________________________________________________________ GU0828* NAD 83(1986)- 36 43 14. (N) 120 25 23. (W) SCALED GU0828* NAVD 88 - 61.99 (+/-2cm) 203.4 (feet) VERTCON GU0828 ___________________________________________________________________ GU0828 GEOID HEIGHT- -33.44 (meters) GEOID03 GU0828 GU0828 VERT ORDER - SECOND CLASS 0 (See Below) GU0828 GU0828.The horizontal coordinates were scaled from a topographic map and have GU0828.an estimated accuracy of +/- 6 seconds. GU0828 GU0828.The NAVD 88 height was computed by applying the VERTCON shift value to GU0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0828.The vertical order pertains to the NGVD 29 superseded value. GU0828 GU0828.The geoid height was determined by GEOID03. GU0828 GU0828; North East Units Estimated Accuracy GU0828;SPC CA 4 - 654,870. 1,872,880. MT (+/- 180 meters Scaled) GU0828 GU0828 SUPERSEDED SURVEY CONTROL GU0828 GU0828 NGVD 29 (??/??/92) 61.244 (m) 200.93 (f) ADJ UNCH 2 0 GU0828 GU0828.Superseded values are not recommended for survey control. GU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0828.See file dsdata.txt to determine how the superseded data were derived. GU0828 GU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF301669(NAD 83) GU0828_MARKER: DB = BENCH MARK DISK GU0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU0828_STAMPING: K 998 1966 GU0828_MARK LOGO: CGS GU0828_PROJECTION: PROJECTING 10 CENTIMETERS GU0828_MAGNETIC: N = NO MAGNETIC MATERIAL GU0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0828+STABILITY: SURFACE MOTION GU0828 GU0828 HISTORY - Date Condition Report By GU0828 HISTORY - 1966 MONUMENTED CGS GU0828 HISTORY - 1972 GOOD NGS GU0828 HISTORY - 20040824 GOOD CADT GU0828 GU0828 STATION DESCRIPTION GU0828 GU0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 GU0828'4.7 MI SW FROM MENDOTA. GU0828'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN PACIFIC GU0828'STATION AT MENDOTA, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY GU0828'33, THENCE 2.0 MILES WEST ALONG CALIFORNIA AVENUE, 28 1/2 FEET GU0828'SOUTH OF THE CENTER LINE OF THE AVENUE, 56 1/2 FEET SOUTH AND GU0828'ACROSS THE AVENUE FROM A POWER POLE, 1 1/2 FEET WEST OF A POWER GU0828'POLE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE GU0828'AVENUE AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. GU0828 GU0828 STATION RECOVERY (1972) GU0828 GU0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0828'RECOVERED IN GOOD CONDITION. GU0828 GU0828 STATION RECOVERY (2004) GU0828 GU0828'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0828'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU0828'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0828'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6675 *********************************************************************** DH6675 HT_MOD - This is a Height Modernization Survey Station. DH6675 DESIGNATION - KAITLIN DH6675 PID - DH6675 DH6675 STATE/COUNTY- CA/FRESNO DH6675 USGS QUAD - DOS PALOS (1984) DH6675 DH6675 *CURRENT SURVEY CONTROL DH6675 ___________________________________________________________________ DH6675* NAD 83(1998)- 36 55 03.05646(N) 120 43 42.10917(W) ADJUSTED DH6675* NAVD 88 - 46.17 (meters) 151.5 (feet) GPS OBS DH6675 ___________________________________________________________________ DH6675 EPOCH DATE - 2004.50 DH6675 X - -2,608,753.317 (meters) COMP DH6675 Y - -4,388,690.863 (meters) COMP DH6675 Z - 3,810,086.259 (meters) COMP DH6675 LAPLACE CORR- -0.88 (seconds) DEFLEC99 DH6675 ELLIP HEIGHT- 12.74 (meters) (06/30/05) GPS OBS DH6675 GEOID HEIGHT- -33.38 (meters) GEOID03 DH6675 DH6675 HORZ ORDER - B DH6675 ELLP ORDER - FOURTH CLASS I DH6675 DH6675.The horizontal coordinates were established by GPS observations DH6675.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6675.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6675.DATUM ITEM on the data sheet items page. DH6675.The horizontal coordinates are valid at the epoch date displayed above. DH6675.The epoch date for horizontal control is a decimal equivalence DH6675.of Year/Month/Day. DH6675 DH6675.The orthometric height was determined by GPS observations and a DH6675.high-resolution geoid model using precise GPS observation and DH6675.processing techniques. DH6675 DH6675.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6675 DH6675.The Laplace correction was computed from DEFLEC99 derived deflections. DH6675 DH6675.The ellipsoidal height was determined by GPS observations DH6675.and is referenced to NAD 83. DH6675 DH6675.The geoid height was determined by GEOID03. DH6675 DH6675; North East Units Scale Factor Converg. DH6675;SPC CA 4 - 677,170.517 1,846,004.887 MT 0.99995368 -1 01 52.0 DH6675;SPC CA 4 - 2,221,683.60 6,056,434.37 sFT 0.99995368 -1 01 52.0 DH6675;UTM 10 - 4,088,132.427 702,354.283 MT 1.00010447 +1 21 53.8 DH6675 DH6675! - Elev Factor x Scale Factor = Combined Factor DH6675!SPC CA 4 - 0.99999800 x 0.99995368 = 0.99995168 DH6675!UTM 10 - 0.99999800 x 1.00010447 = 1.00010247 DH6675 DH6675 SUPERSEDED SURVEY CONTROL DH6675 DH6675.No superseded survey control is available for this station. DH6675 DH6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0235488132(NAD 83) DH6675_MARKER: DD = SURVEY DISK DH6675_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6675_STAMPING: KAITLIN 2003 DH6675_MARK LOGO: CADT DH6675_PROJECTION: FLUSH DH6675_MAGNETIC: N = NO MAGNETIC MATERIAL DH6675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6675+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6675_ROD/PIPE-DEPTH: 6.1 meters DH6675_SLEEVE-DEPTH : 1.2 meters DH6675 DH6675 HISTORY - Date Condition Report By DH6675 HISTORY - 20030219 MONUMENTED CADT DH6675 DH6675 STATION DESCRIPTION DH6675 DH6675'DESCRIBED BY CALTRANS 2003 (GC) DH6675'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF THE TOWN OF DOS PALOS AND DH6675'ABOUT 11 MILES SOUTHEAST OF LOS BANOS. TO REACH THE STATION FROM THE DH6675'INTERSECTION OF INTERSTATE 5 AND STATE HIGHWAY 165 (MERCY SPRINGS DH6675'ROAD), WHICH IS ABOUT 12 MILES SOUTHWEST OF THE TOWN OF DOS PALOS, GO DH6675'NORTH 0.30 MILES ALONG HWY 165 TO POLE LINE ROAD, GO RIGHT (SOUTHEAST) DH6675'3.6 MILES ALONG POLE LINE ROAD TO EAGLE FIELD ROAD, GO LEFT (EAST) DH6675'4.0 MILES ALONG EAGLE FIELD ROAD TO THE ORLEANS AVENUE ALIGNMENT AND DH6675'A CANAL. GO LEFT (NORTH) ON THE DIRT ROAD ON THE WEST SIDE OF THE DH6675'CANAL, 1.0 MILES TO THE CROSSING OF THE DELTA MENDOTA CANAL, CONTINUE DH6675'NORTH 0.8 MILES TO THE STATION ON THE RIGHT (EAST). THE MONUMENT IS A DH6675'3.5 INCH CADT ALUMINUM DISK IN WELL, FLUSH, STAMPED KAITLIN 2003, SET DH6675'ON AN ALUMINUM ROD DRIVEN 20 FEET INTO THE GROUND. THE MONUMENT IS DH6675'37.7 METERS NORTHEAST OF A POWER POLE, 24.0 METERS EAST OF THE EAST DH6675'EDGE OF A CONCRETE LINED V DITCH, AND 6.2 METERS WEST OF THE WEST DH6675'EDGE OF A CANAL. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN DH6675'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6669 *********************************************************************** DH6669 HT_MOD - This is a Height Modernization Survey Station. DH6669 DESIGNATION - KATHRYN DH6669 PID - DH6669 DH6669 STATE/COUNTY- CA/FRESNO DH6669 USGS QUAD - CHANEY RANCH (1971) DH6669 DH6669 *CURRENT SURVEY CONTROL DH6669 ___________________________________________________________________ DH6669* NAD 83(1998)- 36 43 34.83091(N) 120 36 12.33678(W) ADJUSTED DH6669* NAVD 88 - 104.04 (meters) 341.3 (feet) GPS OBS DH6669 ___________________________________________________________________ DH6669 EPOCH DATE - 2004.50 DH6669 X - -2,605,674.044 (meters) COMP DH6669 Y - -4,405,352.812 (meters) COMP DH6669 Z - 3,793,137.845 (meters) COMP DH6669 LAPLACE CORR- -2.02 (seconds) DEFLEC99 DH6669 ELLIP HEIGHT- 70.54 (meters) (06/30/05) GPS OBS DH6669 GEOID HEIGHT- -33.46 (meters) GEOID03 DH6669 DH6669 HORZ ORDER - B DH6669 ELLP ORDER - FOURTH CLASS I DH6669 DH6669.The horizontal coordinates were established by GPS observations DH6669.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6669.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6669.DATUM ITEM on the data sheet items page. DH6669.The horizontal coordinates are valid at the epoch date displayed above. DH6669.The epoch date for horizontal control is a decimal equivalence DH6669.of Year/Month/Day. DH6669 DH6669.The orthometric height was determined by GPS observations and a DH6669.high-resolution geoid model using precise GPS observation and DH6669.processing techniques. DH6669 DH6669.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6669 DH6669.The Laplace correction was computed from DEFLEC99 derived deflections. DH6669 DH6669.The ellipsoidal height was determined by GPS observations DH6669.and is referenced to NAD 83. DH6669 DH6669.The geoid height was determined by GEOID03. DH6669 DH6669; North East Units Scale Factor Converg. DH6669;SPC CA 4 - 655,766.129 1,856,781.361 MT 0.99994229 -0 57 23.7 DH6669;SPC CA 4 - 2,151,459.37 6,091,790.18 sFT 0.99994229 -0 57 23.7 DH6669;UTM 10 - 4,067,192.791 714,017.333 MT 1.00016432 +1 26 01.2 DH6669 DH6669! - Elev Factor x Scale Factor = Combined Factor DH6669!SPC CA 4 - 0.99998893 x 0.99994229 = 0.99993122 DH6669!UTM 10 - 0.99998893 x 1.00016432 = 1.00015325 DH6669 DH6669 SUPERSEDED SURVEY CONTROL DH6669 DH6669.No superseded survey control is available for this station. DH6669 DH6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1401767193(NAD 83) DH6669_MARKER: DD = SURVEY DISK DH6669_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6669_STAMPING: KATHRYN 2003 DH6669_MARK LOGO: CADT DH6669_PROJECTION: FLUSH DH6669_MAGNETIC: N = NO MAGNETIC MATERIAL DH6669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6669+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6669_ROD/PIPE-DEPTH: 3.7 meters DH6669_SLEEVE-DEPTH : 1.2 meters DH6669 DH6669 HISTORY - Date Condition Report By DH6669 HISTORY - 20030219 MONUMENTED CADT DH6669 DH6669 STATION DESCRIPTION DH6669 DH6669'DESCRIBED BY CALTRANS 2003 (GC) DH6669'THE STATION IS ABOUT 45 MILES WEST OF THE CITY OF FRESNO AND ABOUT 12 DH6669'MILES WEST OF THE TOWN OF MENDOTA. FROM THE INTERSECTION OF STATE DH6669'ROUTE 33 (DERRICK AVENUE) AND STATE ROUTE 180 (OLLER STREET) AT THE DH6669'NORTH EDGE OF THE TOWN OF MENDOTA, GO SOUTH ON STATE ROUTE (DERRICK DH6669'AVENUE) 0.8 MILES TO BELMONT AVENUE, TURN RIGHT (WEST) AND GO 10.3 DH6669'MILES TO A T INTERSECTION WITH FAIRFAX AVENUE, TURN RIGHT (NORTH) AND DH6669'GO 2.0 MILES TO SHIELDS AVENUE, TURN LEFT (WEST) AND GO 2.0 MILES TO DH6669'A DIRT ROAD (BRANNON ALIGNMENT), TURN LEFT (SOUTH) AND GO 3.5 MILES DH6669'TO THE INTERSECTION WITH THE CALIFORNIA AQUEDUCT. THE STATION IS DH6669'SOUTHEAST OF THE INTERSECTION. THE MONUMENT IS AN ALUMINUM CADT DISK DH6669'IN WELL, FLUSH, STAMPED KATHRYN 2003 AND SET ON AN ALUMINUM ROD DH6669'DRIVEN TO REFUSAL (ABOUT 12 FT) INTO THE GROUND, 25.3 M EAST OF THE DH6669'CENTERLINE OF THE BRANNON AVENUE ALIGNMENT, 20.6 M NORTHEAST OF A DH6669'POWER POLE AND 1.2 M WEST OF THE SOUTH GATE POST OF THE ENTRANCE TO DH6669'THE SOUTH ACCESS ROAD FOR THE AQUEDUCT. THIS STATION WAS OBSERVED AS DH6669'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6669'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6674 *********************************************************************** DH6674 HT_MOD - This is a Height Modernization Survey Station. DH6674 DESIGNATION - KELLIE DH6674 PID - DH6674 DH6674 STATE/COUNTY- CA/FRESNO DH6674 USGS QUAD - OXALIS (1984) DH6674 DH6674 *CURRENT SURVEY CONTROL DH6674 ___________________________________________________________________ DH6674* NAD 83(1998)- 36 57 58.56573(N) 120 33 53.90188(W) ADJUSTED DH6674* NAVD 88 - 38.07 (meters) 124.9 (feet) GPS OBS DH6674 ___________________________________________________________________ DH6674 EPOCH DATE - 2004.50 DH6674 X - -2,594,570.714 (meters) COMP DH6674 Y - -4,393,307.105 (meters) COMP DH6674 Z - 3,814,405.743 (meters) COMP DH6674 LAPLACE CORR- 2.72 (seconds) DEFLEC99 DH6674 ELLIP HEIGHT- 4.83 (meters) (06/30/05) GPS OBS DH6674 GEOID HEIGHT- -33.20 (meters) GEOID03 DH6674 DH6674 HORZ ORDER - B DH6674 ELLP ORDER - FOURTH CLASS I DH6674 DH6674.The horizontal coordinates were established by GPS observations DH6674.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6674.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6674.DATUM ITEM on the data sheet items page. DH6674.The horizontal coordinates are valid at the epoch date displayed above. DH6674.The epoch date for horizontal control is a decimal equivalence DH6674.of Year/Month/Day. DH6674 DH6674.The orthometric height was determined by GPS observations and a DH6674.high-resolution geoid model using precise GPS observation and DH6674.processing techniques. DH6674 DH6674.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6674 DH6674.The Laplace correction was computed from DEFLEC99 derived deflections. DH6674 DH6674.The ellipsoidal height was determined by GPS observations DH6674.and is referenced to NAD 83. DH6674 DH6674.The geoid height was determined by GEOID03. DH6674 DH6674; North East Units Scale Factor Converg. DH6674;SPC CA 4 - 682,330.345 1,860,649.619 MT 0.99995836 -0 56 01.1 DH6674;SPC CA 4 - 2,238,612.14 6,104,481.29 sFT 0.99995836 -0 56 01.1 DH6674;UTM 10 - 4,093,901.368 716,773.044 MT 1.00017892 +1 27 53.5 DH6674 DH6674! - Elev Factor x Scale Factor = Combined Factor DH6674!SPC CA 4 - 0.99999924 x 0.99995836 = 0.99995760 DH6674!UTM 10 - 0.99999924 x 1.00017892 = 1.00017816 DH6674 DH6674 SUPERSEDED SURVEY CONTROL DH6674 DH6674.No superseded survey control is available for this station. DH6674 DH6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1677393901(NAD 83) DH6674_MARKER: DD = SURVEY DISK DH6674_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6674_STAMPING: KELLIE 2003 DH6674_MARK LOGO: CADT DH6674_PROJECTION: RECESSED 8 CENTIMETERS DH6674_MAGNETIC: N = NO MAGNETIC MATERIAL DH6674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6674+STABILITY: POSITION/ELEVATION WELL DH6674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6674+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6674_ROD/PIPE-DEPTH: 6.1 meters DH6674_SLEEVE-DEPTH : 1.2 meters DH6674 DH6674 HISTORY - Date Condition Report By DH6674 HISTORY - 20030219 MONUMENTED CADT DH6674 DH6674 STATION DESCRIPTION DH6674 DH6674'DESCRIBED BY CALTRANS 2003 (GC) DH6674'THE STATION IS ABOUT 47 MILES NORTHWEST OF THE CITY OF FRESNO AND DH6674'ABOUT 3.5 MILES SOUTHEAST OF THE TOWN OF DOS PALOS. FROM THE DH6674'INTERSECTION OF STATE ROUTE 152 AND STATE ROUTE 33 (ELGIN AVENUE) DH6674'ABOUT 4 MILES NORTH OF THE TOWN OF DOS PALOS, GO SOUTH ON STATE ROUTE DH6674'33 (ELGIN AVENUE), 6.9 MILES TO MERRILL AVENUE, TURN LEFT (EAST) AND DH6674'GO 3.6 MILES TO FAIRFAX AVENUE, A SIDE STREET TO THE SOUTH, CONTINUE DH6674'GOING EAST ON MERRILL AVENUE 100 METERS CROSSING COLONY MAIN CANAL TO DH6674'FAIRFAX AVENUE A SIDESTREET TO THE NORTH. TURN LEFT (NORTH) AND GO 1.0 DH6674'MILES TO THE STATION ON THE LEFT (WEST) AT THE T INTERSECTION OF DH6674'SHAFTER DITCH AND COLONY MAIN CANAL. THE MONUMENT IS A 3 INCH ALUMINUM DH6674'CADT DISK IN WELL, FLUSH, STAMPED KELLIE 2003, SET ON AN ALUMINUM ROD DH6674'DRIVEN 20 FT INTO THE GROUND, 15.8 M WEST OF THE CENTERLINE OF FAIRFAX DH6674'AVENUE, 11.4 M NORTHEAST OF A BRASS CAP IN THE SOUTH HEADWALL OF A DH6674'DITCH CROSSING, 5.6 M SOUTHEAST OF THE CENTERLINE OF SHAFTER DITCH DH6674'AND 1.4 M SOUTH OF A ROAD SIGN. THIS STATION WAS OBSERVED AS PART OF DH6674'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6667 *********************************************************************** DH6667 HT_MOD - This is a Height Modernization Survey Station. DH6667 DESIGNATION - KIDDO DH6667 PID - DH6667 DH6667 STATE/COUNTY- CA/FRESNO DH6667 USGS QUAD - BROADVIEW FARMS (1984) DH6667 DH6667 *CURRENT SURVEY CONTROL DH6667 ___________________________________________________________________ DH6667* NAD 83(1998)- 36 46 40.86349(N) 120 34 01.64474(W) ADJUSTED DH6667* NAVD 88 - 73.78 (meters) 242.1 (feet) GPS OBS DH6667 ___________________________________________________________________ DH6667 EPOCH DATE - 2004.50 DH6667 X - -2,601,124.888 (meters) COMP DH6667 Y - -4,404,027.514 (meters) COMP DH6667 Z - 3,797,714.520 (meters) COMP DH6667 LAPLACE CORR- 0.04 (seconds) DEFLEC99 DH6667 ELLIP HEIGHT- 40.27 (meters) (06/30/05) GPS OBS DH6667 GEOID HEIGHT- -33.47 (meters) GEOID03 DH6667 DH6667 HORZ ORDER - B DH6667 ELLP ORDER - FOURTH CLASS I DH6667 DH6667.The horizontal coordinates were established by GPS observations DH6667.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6667.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6667.DATUM ITEM on the data sheet items page. DH6667.The horizontal coordinates are valid at the epoch date displayed above. DH6667.The epoch date for horizontal control is a decimal equivalence DH6667.of Year/Month/Day. DH6667 DH6667.The orthometric height was determined by GPS observations and a DH6667.high-resolution geoid model using precise GPS observation and DH6667.processing techniques. DH6667 DH6667.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6667 DH6667.The Laplace correction was computed from DEFLEC99 derived deflections. DH6667 DH6667.The ellipsoidal height was determined by GPS observations DH6667.and is referenced to NAD 83. DH6667 DH6667.The geoid height was determined by GEOID03. DH6667 DH6667; North East Units Scale Factor Converg. DH6667;SPC CA 4 - 661,446.125 1,860,117.262 MT 0.99994427 -0 56 05.7 DH6667;SPC CA 4 - 2,170,094.50 6,102,734.72 sFT 0.99994427 -0 56 05.7 DH6667;UTM 10 - 4,073,008.354 717,114.060 MT 1.00018077 +1 27 25.8 DH6667 DH6667! - Elev Factor x Scale Factor = Combined Factor DH6667!SPC CA 4 - 0.99999368 x 0.99994427 = 0.99993795 DH6667!UTM 10 - 0.99999368 x 1.00018077 = 1.00017445 DH6667 DH6667 SUPERSEDED SURVEY CONTROL DH6667 DH6667.No superseded survey control is available for this station. DH6667 DH6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1711473008(NAD 83) DH6667_MARKER: DD = SURVEY DISK DH6667_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6667_STAMPING: KIDDO 2003 DH6667_MARK LOGO: CADT DH6667_PROJECTION: FLUSH DH6667_MAGNETIC: N = NO MAGNETIC MATERIAL DH6667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6667+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6667_ROD/PIPE-DEPTH: 6.1 meters DH6667_SLEEVE-DEPTH : 1.2 meters DH6667 DH6667 HISTORY - Date Condition Report By DH6667 HISTORY - 20030219 MONUMENTED CADT DH6667 DH6667 STATION DESCRIPTION DH6667 DH6667'DESCRIBED BY CALTRANS 2003 (GC) DH6667'THE STATION IS ABOUT 25 MILES SOUTHEAST OF THE CITY OF LOS BANOS AND DH6667'ABOUT 11 MILES WEST OF THE TOWN OF MENDOTA. TO REACH THE STATION FROM DH6667'THE INTERSECTION OF STATE HIGHWAY 33 (DERRICK AVENUE) AND STATE DH6667'HIGHWAY 180 (OLLER STREET), NEAR THE NORTH END OF THE TOWN OF MENDOTA, DH6667'GO SOUTH 0.8 MILES ON HWY 33 (DERRICK AVENUE) TO BELMONT AVENUE DH6667'RIGHT, GO RIGHT (WEST) 10.3 MILES ALONG BELMONT AVENUE TO FAIRFAX DH6667'AVENUE, GO RIGHT (NORTH) 2.0 MILES ON FAIRFAX AVENUE TO SHIELDS DH6667'AVENUE LEFT (WEST) AND THE STATION ON THE LEFT (SOUTHWEST). THE DH6667'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF DH6667'FAIRFAX AVENUE AND SHIELDS AVENUE. THE MONUMENT IS A 3 INCH CADT DH6667'ALUMINUM DISK IN WELL, FLUSH, STAMPED KIDDO 2003, SET ON AN ALUMINUM DH6667'ROD DRIVEN 20 FEET INTO THE GROUND, 16.0 M WEST OF THE CENTERLINE OF DH6667'FAIRFAX AVENUE, 11.5 M SOUTH OF THE CENTERLINE OF SHIELDS AVENUE, DH6667'19.8 M SOUTHWEST OF A SECTION CORNER MONUMENT FLUSH WITH THE PAVEMENT DH6667'AT THE INTERSECTION OF FAIRFAX AVENUE AND SHIELDS AVENUE. THIS DH6667'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6667'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0823 *********************************************************************** GU0823 DESIGNATION - L 362 GU0823 PID - GU0823 GU0823 STATE/COUNTY- CA/FRESNO GU0823 USGS QUAD - COIT RANCH (1984) GU0823 GU0823 *CURRENT SURVEY CONTROL GU0823 ___________________________________________________________________ GU0823* NAD 83(1986)- 36 43 12. (N) 120 28 39. (W) SCALED GU0823* NAVD 88 - 73.11 (+/-2cm) 239.9 (feet) VERTCON GU0823 ___________________________________________________________________ GU0823 GEOID HEIGHT- -33.49 (meters) GEOID03 GU0823 GU0823 VERT ORDER - FIRST CLASS II (See Below) GU0823 GU0823.The horizontal coordinates were scaled from a topographic map and have GU0823.an estimated accuracy of +/- 6 seconds. GU0823 GU0823.The NAVD 88 height was computed by applying the VERTCON shift value to GU0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0823.The vertical order pertains to the NGVD 29 superseded value. GU0823 GU0823.The geoid height was determined by GEOID03. GU0823 GU0823; North East Units Estimated Accuracy GU0823;SPC CA 4 - 654,880. 1,868,020. MT (+/- 180 meters Scaled) GU0823 GU0823 SUPERSEDED SURVEY CONTROL GU0823 GU0823 NGVD 29 (??/??/92) 72.356 (m) 237.39 (f) ADJ UNCH 1 2 GU0823 GU0823.Superseded values are not recommended for survey control. GU0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0823.See file dsdata.txt to determine how the superseded data were derived. GU0823 GU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF252667(NAD 83) GU0823_MARKER: DB = BENCH MARK DISK GU0823_SETTING: 30 = SET IN A LIGHT STRUCTURE GU0823_SP_SET: CULVERT GU0823_STAMPING: L 362 1953 GU0823_MARK LOGO: CGS GU0823_MAGNETIC: N = NO MAGNETIC MATERIAL GU0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU0823 GU0823 HISTORY - Date Condition Report By GU0823 HISTORY - 1952 MONUMENTED CGS GU0823 HISTORY - 1972 GOOD NGS GU0823 HISTORY - 20040824 GOOD CADT GU0823 GU0823 STATION DESCRIPTION GU0823 GU0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 GU0823'7.7 MI W FROM MENDOTA. GU0823'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN PACIFIC GU0823'COMPANY RAILROAD STATION AT MENDOTA, THENCE 5.0 MILES WEST GU0823'ALONG BELMONT AVENUE, THENCE 2.0 MILES SOUTH ALONG LYON AVENUE, GU0823'AT THE INTERSECTION OF CALIFORNIA AVENUE, AT AN 18-INCH CONCRETE GU0823'PIPE CULVERT UNDER LYON AVENUE, IN THE TOP OF THE APPROXIMATE GU0823'CENTER OF THE EAST CONCRETE HEAD WALL, 46 FEET NORTH OF THE GU0823'CENTER LINE OF CALIFORNIA AVENUE, 27 FEET EAST OF THE CENTER GU0823'LINE OF LYON AVENUE, ABOUT 2 1/2 FEET HIGHER THAN LYON AVENUE. GU0823 GU0823 STATION RECOVERY (1972) GU0823 GU0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0823'RECOVERED IN GOOD CONDITION. GU0823 GU0823 STATION RECOVERY (2004) GU0823 GU0823'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0823'RECOVERY NOTE BY CADT 2003 RECOVERED IN GOOD CONDITION AS DESCRIBED GU0823'WITH THE FOLLOWING ADDITIONS. THE STATION IS ABOUT 6 MILES SOUTHWEST GU0823'OF THE TOWN OF MENDOTA AND ABOUT 10 MILES NORTHEAST OF INTERSTATE 5 GU0823'INTERSECTION WITH WEST PANOCHE ROAD. FROM THE INTERSECTION OF GU0823'BELMONT STREET AND STATE ROUTE 33 (N. DERRICK BLVD) IN THE SOUTHERN GU0823'PART OF MENDOTA, GO SOUTH 2.0 MILES ON STATE ROUTE 33 (N. DERRICK GU0823'BLVD.) TO THE INTERSECTION OF CALIFORNIA AVENUE (TO THE WEST) AND GU0823'PANOCHE ROAD (TO THE EAST). TURN RIGHT (WEST) AND DRIVE 4.7 MILES ON GU0823'CALIFORNIA AVENUE TO THE BEGINNING OF A CURVE BEARING LEFT (SOUTH) GU0823'AND BECOMING LYON AVE. FROM THE BEGINNING OF THE CURVE, CONTINUE GU0823'WEST, STAYING RIGHT ON CALIFORNIA AVENUE 0.3 MILES TO LYON AVENUE AND GU0823'THE STATION ON THE RIGHT. THE STATION IS AT THE NORTHEAST CORNER OF GU0823'CALIFORNIA AVENUE AND LYON AVENUE. THE MONUMENT IS IS A 3.5 IN BRASS GU0823'DISK IN A HEADWALL UP 1.5 FT. IT IS NORTH 13.6 M FROM THE CENTERLINE GU0823'OF CALIFORNIA AVENUE, EAST 8.3 M FROM THE CENTERLINE OF LYON AVENUE GU0823'AND SOUTHWEST 4.0 M FROM THE NORTHERLY FENCE CORNER. IT IS A USCGS GU0823'BENCH MARK STAMPED L362 1953. THIS STATION WAS OBSERVED AS PART OF GU0823'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1504 *********************************************************************** GT1504 HT_MOD - This is a Height Modernization Survey Station. GT1504 DESIGNATION - L 363 GT1504 PID - GT1504 GT1504 STATE/COUNTY- CA/FRESNO GT1504 USGS QUAD - FRESNO NORTH (1981) GT1504 GT1504 *CURRENT SURVEY CONTROL GT1504 ___________________________________________________________________ GT1504* NAD 83(1998)- 36 45 01.55296(N) 119 48 49.02190(W) ADJUSTED GT1504* NAVD 88 - 89.98 (meters) 295.2 (feet) GPS OBS GT1504 ___________________________________________________________________ GT1504 EPOCH DATE - 2004.50 GT1504 X - -2,543,901.504 (meters) COMP GT1504 Y - -4,439,455.514 (meters) COMP GT1504 Z - 3,795,272.565 (meters) COMP GT1504 LAPLACE CORR- 5.69 (seconds) DEFLEC99 GT1504 ELLIP HEIGHT- 57.84 (meters) (04/01/05) GPS OBS GT1504 GEOID HEIGHT- -32.09 (meters) GEOID03 GT1504 GT1504 HORZ ORDER - B GT1504 VERT ORDER - FIRST CLASS II (See Below) GT1504 ELLP ORDER - THIRD CLASS I GT1504 GT1504.The horizontal coordinates were established by GPS observations GT1504.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT1504.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1504.DATUM ITEM on the data sheet items page. GT1504.The horizontal coordinates are valid at the epoch date displayed above. GT1504.The epoch date for horizontal control is a decimal equivalence GT1504.of Year/Month/Day. GT1504 GT1504.The orthometric height was determined by GPS observations and a GT1504.high-resolution geoid model using precise GPS observation and GT1504.processing techniques. GT1504.The vertical order pertains to the NGVD 29 superseded value. GT1504 GT1504.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1504 GT1504.The Laplace correction was computed from DEFLEC99 derived deflections. GT1504 GT1504.The ellipsoidal height was determined by GPS observations GT1504.and is referenced to NAD 83. GT1504 GT1504.The geoid height was determined by GEOID03. GT1504 GT1504; North East Units Scale Factor Converg. GT1504;SPC CA 4 - 657,551.413 1,927,347.572 MT 0.99994312 -0 29 07.4 GT1504;SPC CA 4 - 2,157,316.59 6,323,306.16 sFT 0.99994312 -0 29 07.4 GT1504;UTM 11 - 4,070,879.445 248,810.672 MT 1.00037740 -1 41 03.7 GT1504 GT1504! - Elev Factor x Scale Factor = Combined Factor GT1504!SPC CA 4 - 0.99999092 x 0.99994312 = 0.99993404 GT1504!UTM 11 - 0.99999092 x 1.00037740 = 1.00036832 GT1504 GT1504 SUPERSEDED SURVEY CONTROL GT1504 GT1504 NGVD 29 (??/??/92) 89.240 (m) 292.78 (f) ADJ UNCH 1 2 GT1504 GT1504.Superseded values are not recommended for survey control. GT1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1504.See file dsdata.txt to determine how the superseded data were derived. GT1504 GT1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4881170879(NAD 83) GT1504_MARKER: DB = BENCH MARK DISK GT1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT1504_SP_SET: BRIDGE GT1504_STAMPING: L 363 1953 GT1504_MAGNETIC: N = NO MAGNETIC MATERIAL GT1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1504+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT1504 GT1504 HISTORY - Date Condition Report By GT1504 HISTORY - 1953 MONUMENTED CGS GT1504 HISTORY - 1959 GOOD NGS GT1504 HISTORY - 2004 GOOD CADT GT1504 HISTORY - 20040901 GOOD CSRC GT1504 GT1504 STATION DESCRIPTION GT1504 GT1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 GT1504'AT FRESNO. GT1504'AT FRESNO, 1.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD GT1504'FROM THE STATION, IN TOP OF THE NORTH END OF THE HIGHEST PORTION GT1504'OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER U.S. GT1504'HIGHWAY 99 BUSINESS ROUTE, 9.4 FEET WEST-SOUTHWEST OF THE GT1504'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND ABOUT 3 1/2 FEET GT1504'HIGHER THAN THE TRACK. GT1504 GT1504 STATION RECOVERY (2004) GT1504 GT1504'RECOVERY NOTE BY CALTRANS 2004 GT1504'THE STATION IS LOCATED IN THE CENTRAL AREA OF THE CITY OF FRESNO NEAR GT1504'THE FRESNO CHAFFEE ZOO IN ROEDING PARK. TO REACH THE STATION FROM GT1504'THE INTERSECTION OF BELMONT AND SR99, GO EAST ON BELMONT 0.25 MI TO GT1504'THE INTERSECTION OF BELMONT AND DELNO STREET AND THE ENTRANCE TO GT1504'CHAFFEE ZOO. CONTINUE EAST ON BELMONT 0.25 MI TO THE BEGINNING OF A GT1504'CIRCULAR ROUND-ABOUT, BELMONT CIRCLE. MERGE RIGHT ONTO ROUND-ABOUT GT1504'AND STAY ON THE OUTSIDE OF ROADWAY. GO PAST FIRST STREET TO THE GT1504'RIGHT (ABOUT100 FT) WHICH IS N. WESLY AVE. CONTINUE ANOTHER ABOUT 100 GT1504'FT AND BEAR RIGHT AT THE SECOND STREET, S THORNE AVE. CONTINUE GT1504'EASTERLY ALONG THORNE 275 FT TO THE SOUTHERN PACIFIC RAILROAD BRIDGE GT1504'OVERCROSSING OF BELMONT AVE AND THE MARK ON THE LEFT. THE STATION GT1504'IS A BENCH MARK DISK SET FLUSH IN THE NORTH WESTERLY END OF CONCRETE GT1504'BRIDGE WALL AND IS 3.5 FT ABOVE RAILROAD TRACK GRADE, 15.5 FT NORTH OF GT1504'THE CENTERLINE OF BELMONT AVE, 9.4 FT SOUTHWEST OF THE WESTERNMOST GT1504'RAILROAD TRACK. GT1504 GT1504 STATION RECOVERY (2004) GT1504 GT1504'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT1504'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED AS PART OF THE SAN GT1504'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9707 *********************************************************************** DG9707 HT_MOD - This is a Height Modernization Survey Station. DG9707 DESIGNATION - LNCO LINDCOVE GRP DG9707 PID - DG9707 DG9707 STATE/COUNTY- CA/FRESNO DG9707 USGS QUAD - ROCKY HILL (1969) DG9707 DG9707 *CURRENT SURVEY CONTROL DG9707 ___________________________________________________________________ DG9707* NAD 83(1998)- 36 21 35.82949(N) 119 03 28.40760(W) ADJUSTED DG9707* NAVD 88 - 175.58 (meters) 576.0 (feet) GPS OBS DG9707 ___________________________________________________________________ DG9707 EPOCH DATE - 2004.50 DG9707 X - -2,497,694.777 (meters) COMP DG9707 Y - -4,495,243.129 (meters) COMP DG9707 Z - 3,760,516.746 (meters) COMP DG9707 LAPLACE CORR- 7.50 (seconds) DEFLEC99 DG9707 ELLIP HEIGHT- 144.94 (meters) (04/01/05) GPS OBS DG9707 GEOID HEIGHT- -30.60 (meters) GEOID03 DG9707 DG9707 HORZ ORDER - A DG9707 ELLP ORDER - THIRD CLASS I DG9707 DG9707.The horizontal coordinates were established by GPS observations DG9707.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9707.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9707.DATUM ITEM on the data sheet items page. DG9707.The horizontal coordinates are valid at the epoch date displayed above. DG9707.The epoch date for horizontal control is a decimal equivalence DG9707.of Year/Month/Day. DG9707 DG9707.The orthometric height was determined by GPS observations and a DG9707.high-resolution geoid model using precise GPS observation and DG9707.processing techniques. DG9707 DG9707.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9707 DG9707.The Laplace correction was computed from DEFLEC99 derived deflections. DG9707 DG9707.The ellipsoidal height was determined by GPS observations DG9707.and is referenced to NAD 83. DG9707 DG9707.The geoid height was determined by GEOID03. DG9707 DG9707; North East Units Scale Factor Converg. DG9707;SPC CA 4 - 613,916.519 1,994,804.410 MT 0.99995147 -0 02 04.3 DG9707;SPC CA 4 - 2,014,157.78 6,544,620.80 sFT 0.99995147 -0 02 04.3 DG9707;UTM 11 - 4,025,839.960 315,361.797 MT 1.00002005 -1 13 13.4 DG9707 DG9707! - Elev Factor x Scale Factor = Combined Factor DG9707!SPC CA 4 - 0.99997725 x 0.99995147 = 0.99992872 DG9707!UTM 11 - 0.99997725 x 1.00002005 = 0.99999730 DG9707 DG9707 SUPERSEDED SURVEY CONTROL DG9707 DG9707.No superseded survey control is available for this station. DG9707 DG9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA1536225840(NAD 83) DG9707_MARKER: Z = SEE DESCRIPTION DG9707_SETTING: 0 = UNSPECIFIED SETTING DG9707_SP_SET: CGPS DG9707_MARK LOGO: NONE DG9707_MAGNETIC: N = NO MAGNETIC MATERIAL DG9707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DG9707+STABILITY: POSITION/ELEVATION WELL DG9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9707+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DG9707 DG9707 HISTORY - Date Condition Report By DG9707 HISTORY - 19990509 MONUMENTED CADT DG9707 HISTORY - 20040801 GOOD CSRC DG9707 DG9707 STATION DESCRIPTION DG9707 DG9707'DESCRIBED BY CALTRANS 1999 DG9707'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A CALIFORNIA DG9707'CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AND ANTENNA HEIGHT CAN DG9707'BE FOUND AT THE SOPAC WEBSITE HTTP//SOPAC.UCSD.EDU DG9707 DG9707 STATION RECOVERY (2004) DG9707 DG9707'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DG9707'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DG9707'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DG9707'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DG9707' DG9707'//CSRC.UCSD.EDU/CDP/ STATION IS ALSO KNOWN AS 'LIND' IN THE BARGN DG9707'ARRAY, BUT IS 'LNCO' IN THE SOPAC DATABASE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6653 *********************************************************************** DH6653 HT_MOD - This is a Height Modernization Survey Station. DH6653 DESIGNATION - LYRA DH6653 PID - DH6653 DH6653 STATE/COUNTY- CA/FRESNO DH6653 USGS QUAD - HARRIS RANCH (1971) DH6653 DH6653 *CURRENT SURVEY CONTROL DH6653 ___________________________________________________________________ DH6653* NAD 83(1998)- 36 15 19.37692(N) 120 09 27.35537(W) ADJUSTED DH6653* NAVD 88 - 110.50 (meters) 362.5 (feet) GPS OBS DH6653 ___________________________________________________________________ DH6653 EPOCH DATE - 2004.50 DH6653 X - -2,586,933.092 (meters) COMP DH6653 Y - -4,452,371.796 (meters) COMP DH6653 Z - 3,751,125.382 (meters) COMP DH6653 LAPLACE CORR- -1.19 (seconds) DEFLEC99 DH6653 ELLIP HEIGHT- 76.62 (meters) (06/30/05) GPS OBS DH6653 GEOID HEIGHT- -33.84 (meters) GEOID03 DH6653 DH6653 HORZ ORDER - B DH6653 ELLP ORDER - FOURTH CLASS I DH6653 DH6653.The horizontal coordinates were established by GPS observations DH6653.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6653.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6653.DATUM ITEM on the data sheet items page. DH6653.The horizontal coordinates are valid at the epoch date displayed above. DH6653.The epoch date for horizontal control is a decimal equivalence DH6653.of Year/Month/Day. DH6653 DH6653.The orthometric height was determined by GPS observations and a DH6653.high-resolution geoid model using precise GPS observation and DH6653.processing techniques. DH6653 DH6653.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6653 DH6653.The Laplace correction was computed from DEFLEC99 derived deflections. DH6653 DH6653.The ellipsoidal height was determined by GPS observations DH6653.and is referenced to NAD 83. DH6653 DH6653.The geoid height was determined by GEOID03. DH6653 DH6653; North East Units Scale Factor Converg. DH6653;SPC CA 4 - 602,938.824 1,895,970.707 MT 0.99996154 -0 41 26.2 DH6653;SPC CA 4 - 1,978,141.79 6,220,363.89 sFT 0.99996154 -0 41 26.2 DH6653;UTM 10 - 4,016,022.716 755,382.108 MT 1.00040366 +1 40 54.7 DH6653 DH6653! - Elev Factor x Scale Factor = Combined Factor DH6653!SPC CA 4 - 0.99998798 x 0.99996154 = 0.99994952 DH6653!UTM 10 - 0.99998798 x 1.00040366 = 1.00039163 DH6653 DH6653 SUPERSEDED SURVEY CONTROL DH6653 DH6653.No superseded survey control is available for this station. DH6653 DH6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF5538216023(NAD 83) DH6653_MARKER: DD = SURVEY DISK DH6653_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6653+WITH SETTING: PAVEMENT DH6653_SP_SET: SEE TEXT DH6653_STAMPING: LYRA 2004 DH6653_MARK LOGO: CSRC DH6653_MAGNETIC: N = NO MAGNETIC MATERIAL DH6653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6653+STABILITY: SURFACE MOTION DH6653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6653+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6653 DH6653 HISTORY - Date Condition Report By DH6653 HISTORY - 20040601 MONUMENTED CSRC DH6653 DH6653 STATION DESCRIPTION DH6653 DH6653'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6653'STATION IS ABOUT 13 MILES NORTHESAST OF COALINGA. TO REACH FROM THE DH6653'HWY 198 EXIT OF I-5, ABOUT 10 MILES NORTHEAST OF COALINGA, GO EAST ON DH6653'HWY 198 FOR 7.7 KM (4.8 MILES) TO THE INTERSECTION WITH SOUTH BUTTE DH6653'AVE., WHICH IS PAVED TO THE SOUTH AND DIRT TO THE NORTH, AND THE DH6653'STATION ON THE LEFT. THE PAVED ROAD TO THE SOUTH IS MARKED WITH A DH6653'SIGN FOR HURON GINNING CO. THE STATION IS IN THE NORTHEAST CORNER OF DH6653'THE INTERSECTION, ON THE TOP OF A 0.9 M (3FT) DIAMETER CONCRETE DH6653'IRRIGATION STANDPIPE AND METERING STATION, 17.7 M (58 FT) NORTH OF THE DH6653'CENTERLINE OF HWY 198, 14.6 M (48 FT) EAST OF THE CENTERLINE OF THE DH6653'DIRT ROAD AND 15.4 M (50.5 FT) NORTHWEST OF A POWER POLE WITH A GUY DH6653'ANCHOR. MONUMENT IS A CSRC 3-INCH ALUMINUM DISK SET FLUSH IN DH6653'CONCRETE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6653'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AH2570 *********************************************************************** AH2570 DESIGNATION - M 362 RESET AH2570 PID - AH2570 AH2570 STATE/COUNTY- CA/FRESNO AH2570 USGS QUAD - CHANEY RANCH (1971) AH2570 AH2570 *CURRENT SURVEY CONTROL AH2570 ___________________________________________________________________ AH2570* NAD 83(1986)- 36 39 20. (N) 120 34 47. (W) SCALED AH2570* NAVD 88 - 120.89 (+/-2cm) 396.6 (feet) VERTCON AH2570 ___________________________________________________________________ AH2570 GEOID HEIGHT- -33.44 (meters) GEOID03 AH2570 AH2570 VERT ORDER - THIRD (See Below) AH2570 AH2570.The horizontal coordinates were scaled from a topographic map and have AH2570.an estimated accuracy of +/- 6 seconds. AH2570 AH2570.The NAVD 88 height was computed by applying the VERTCON shift value to AH2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2570.The vertical order pertains to the NGVD 29 superseded value. AH2570 AH2570.The geoid height was determined by GEOID03. AH2570 AH2570; North East Units Estimated Accuracy AH2570;SPC CA 4 - 647,880. 1,858,770. MT (+/- 180 meters Scaled) AH2570 AH2570 SUPERSEDED SURVEY CONTROL AH2570 AH2570 NGVD 29 (08/19/04) 120.08 (m) 394.0 (f) RESET 3 AH2570 AH2570.Superseded values are not recommended for survey control. AH2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2570.See file dsdata.txt to determine how the superseded data were derived. AH2570 AH2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF163593(NAD 83) AH2570_MARKER: DV = VERTICAL CONTROL DISK AH2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH2570_STAMPING: M 362 RESET 1977 AH2570_MARK LOGO: NGS AH2570_PROJECTION: FLUSH AH2570_MAGNETIC: N = NO MAGNETIC MATERIAL AH2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2570+STABILITY: SURFACE MOTION AH2570 AH2570 HISTORY - Date Condition Report By AH2570 HISTORY - 1977 MONUMENTED CA-019 AH2570 HISTORY - 20040824 GOOD CADT AH2570 AH2570 STATION DESCRIPTION AH2570 AH2570'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1977 (KL) AH2570'0.2 MILES (0.3 KM) NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE AH2570'SUBSTATION AT PACIFIC GAS AND ELECTRIC COMPANY AT THE INTERSECTION OF AH2570'NORTHWEST DIRT ROAD ALONG PIPE LINE, 62.9 FEET (19.2 M) NORTHWEST OF AH2570'CENTERLINE OF PANOCHE AVENUE, 66.0 FEET (20.1 M) WEST OF POWER POLE, AH2570'2.6 FEET (0.8 M) WEST OF METER POLE, 33 FEET (10.1 M) SOUTHWEST OF AH2570'CENTERLINE OF DIRT ROAD, 2.5 FEET (0.8 M) NORTHEAST OF A 4X4 INCH WOOD AH2570'WITNESS POST, 3.5 FEET (1.1 M) EAST OF NORTHWEST CORNER OF 9X6 FOOT AH2570'STEEL PIPE BARRIER AROUND METER POLE, 34.9 FEET (10.6 M) NORTHWEST OF AH2570'OLD BM 362 1953, 0.8 FOOT (24.4 CM) LOWER THAN PANOCHE AVENUE SET IN AH2570'CONCRETE POST FLUSH WITH GROUND. AH2570 AH2570 STATION RECOVERY (2004) AH2570 AH2570'RECOVERY NOTE BY CALTRANS 2004 (GC) AH2570'RECOVERED IN GOOD CONDITION AS DESCRIBED THIS STATION WAS OBSERVED AS AH2570'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AH2570'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0821 *********************************************************************** GU0821 DESIGNATION - M 801 GU0821 PID - GU0821 GU0821 STATE/COUNTY- CA/FRESNO GU0821 USGS QUAD - COIT RANCH (1984) GU0821 GU0821 *CURRENT SURVEY CONTROL GU0821 ___________________________________________________________________ GU0821* NAD 83(1986)- 36 42 20. (N) 120 28 39. (W) SCALED GU0821* NAVD 88 - 75.87 (+/-2cm) 248.9 (feet) VERTCON GU0821 ___________________________________________________________________ GU0821 GEOID HEIGHT- -33.50 (meters) GEOID03 GU0821 GU0821 VERT ORDER - FIRST CLASS II (See Below) GU0821 GU0821.The horizontal coordinates were scaled from a topographic map and have GU0821.an estimated accuracy of +/- 6 seconds. GU0821 GU0821.The NAVD 88 height was computed by applying the VERTCON shift value to GU0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0821.The vertical order pertains to the NGVD 29 superseded value. GU0821 GU0821.The geoid height was determined by GEOID03. GU0821 GU0821; North East Units Estimated Accuracy GU0821;SPC CA 4 - 653,280. 1,867,990. MT (+/- 180 meters Scaled) GU0821 GU0821 SUPERSEDED SURVEY CONTROL GU0821 GU0821 NGVD 29 (??/??/92) 75.115 (m) 246.44 (f) ADJ UNCH 1 2 GU0821 GU0821.Superseded values are not recommended for survey control. GU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0821.See file dsdata.txt to determine how the superseded data were derived. GU0821 GU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF253651(NAD 83) GU0821_MARKER: DB = BENCH MARK DISK GU0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU0821_STAMPING: M 801 1947 GU0821_MARK LOGO: NGS GU0821_PROJECTION: FLUSH GU0821_MAGNETIC: N = NO MAGNETIC MATERIAL GU0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0821+STABILITY: SURFACE MOTION GU0821 GU0821 HISTORY - Date Condition Report By GU0821 HISTORY - 1947 MONUMENTED CGS GU0821 HISTORY - 1952 GOOD NGS GU0821 HISTORY - 1972 GOOD NGS GU0821 HISTORY - 20040824 GOOD CADT GU0821 GU0821 STATION DESCRIPTION GU0821 GU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 GU0821'7.9 MI NE FROM PANOCHE SUBSTATION. GU0821'4.3 MILES NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE SUBSTATION GU0821'OF PACIFIC GAS AND ELECTRIC COMPANY, THENCE 0.6 MILE NORTH ALONG GU0821'NEWCOMB AVENUE, THENCE 2.0 MILES EAST ALONG NORTH AVENUE, THENCE GU0821'1.0 MILE NORTH ALONG LYON AVENUE, AT THE INTERSECTION OF JENSON GU0821'AVENUE, 29 FEET EAST OF THE CENTER LINE OF LYON AVENUE, 28 1/2 GU0821'FEET NORTH OF THE CENTER LINE OF JENSON AVENUE, 3 FEET EAST OF GU0821'A POWER LINE POLE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 GU0821'FOOT LOWER THAN LYON AVENUE, AND SET IN THE TOP OF A CONCRETE GU0821'POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- IT IS JENSEN GU0821'AVENUE INSTEAD OF JENSON AVENUE. GU0821 GU0821 STATION RECOVERY (1972) GU0821 GU0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0821'RECOVERED IN GOOD CONDITION. GU0821 GU0821 STATION RECOVERY (2004) GU0821 GU0821'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0821'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU0821'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF THE TOWN OF MENDOTA AND GU0821'ABOUT 9.5 MILES NORTHEAST OF INTERSTATE 5 INTERSECTION WITH WEST GU0821'PANOCHE ROAD. FROM THE INTERSECTION OF BELMONT STREET AND STATE ROUTE GU0821'33 (N. DERRICK BLVD) IN THE SOUTHERN PART OF MENDOTA, GO SOUTH 2.0 GU0821'MILES ON STATE ROUTE 33 (N. DERRICK BLVD) TO THE INTERSECTION OF GU0821'CALIFORNIA AVENUE (TO THE WEST) AND PANOCHE ROAD (TO THE EAST). TURN GU0821'RIGHT (WEST) AND DRIVE 4.7 MILES ON CALIFORNIA AVENUE TO THE BEGINNING GU0821'OF A CURVE BEARING LEFT (SOUTH) AND BECOMING LYON AVENUE. CONTINUE GU0821'1.1 MILES SOUTHERLY ALONG THE CURVE TO THE INTERSECTION OF LYON GU0821'AVENUE AND JENSEN AVENUE AND THE STATION ON THE LEFT. THE STATION IS GU0821'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION. THE MONUMENT IS A GU0821'3.5 IN BRASS DISK SET FLUSH IN A 7 INCH BY 7 INCH CONCRETE SQUARE, GU0821'DOWN 0.2 FT. IT IS EAST 12.2 M FROM THE CENTERLINE OF LYON AVENUE, GU0821'NORTH 7.0 M FROM THE CENTERLINE OF JENSEN AVENUE, 1.16 M SOUTHWEST GU0821'FROM A LARGE STANDPIPE. THE MONUMENT IS A USCGS BENCH MARK STAMPED GU0821'M801 1947. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN VALLEY GU0821'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6677 *********************************************************************** DH6677 HT_MOD - This is a Height Modernization Survey Station. DH6677 DESIGNATION - MADISON 6 DH6677 PID - DH6677 DH6677 STATE/COUNTY- CA/FRESNO DH6677 USGS QUAD - FIREBAUGH (1984) DH6677 DH6677 *CURRENT SURVEY CONTROL DH6677 ___________________________________________________________________ DH6677* NAD 83(1998)- 36 45 48.41922(N) 120 27 35.30776(W) ADJUSTED DH6677* NAVD 88 - 62.46 (meters) 204.9 (feet) GPS OBS DH6677 ___________________________________________________________________ DH6677 EPOCH DATE - 2004.50 DH6677 X - -2,593,357.532 (meters) COMP DH6677 Y - -4,409,718.136 (meters) COMP DH6677 Z - 3,796,412.775 (meters) COMP DH6677 LAPLACE CORR- 1.78 (seconds) DEFLEC99 DH6677 ELLIP HEIGHT- 29.00 (meters) (06/30/05) GPS OBS DH6677 GEOID HEIGHT- -33.42 (meters) GEOID03 DH6677 DH6677 HORZ ORDER - B DH6677 ELLP ORDER - FOURTH CLASS I DH6677 DH6677.The horizontal coordinates were established by GPS observations DH6677.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6677.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6677.DATUM ITEM on the data sheet items page. DH6677.The horizontal coordinates are valid at the epoch date displayed above. DH6677.The epoch date for horizontal control is a decimal equivalence DH6677.of Year/Month/Day. DH6677 DH6677.The orthometric height was determined by GPS observations and a DH6677.high-resolution geoid model using precise GPS observation and DH6677.processing techniques. DH6677 DH6677.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6677 DH6677.The Laplace correction was computed from DEFLEC99 derived deflections. DH6677 DH6677.The ellipsoidal height was determined by GPS observations DH6677.and is referenced to NAD 83. DH6677 DH6677.The geoid height was determined by GEOID03. DH6677 DH6677; North East Units Scale Factor Converg. DH6677;SPC CA 4 - 659,678.803 1,869,671.026 MT 0.99994363 -0 52 15.2 DH6677;SPC CA 4 - 2,164,296.21 6,134,079.02 sFT 0.99994363 -0 52 15.2 DH6677;UTM 10 - 4,071,640.950 726,735.789 MT 1.00023339 +1 31 15.5 DH6677 DH6677! - Elev Factor x Scale Factor = Combined Factor DH6677!SPC CA 4 - 0.99999545 x 0.99994363 = 0.99993908 DH6677!UTM 10 - 0.99999545 x 1.00023339 = 1.00022884 DH6677 DH6677 SUPERSEDED SURVEY CONTROL DH6677 DH6677.No superseded survey control is available for this station. DH6677 DH6677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2673671641(NAD 83) DH6677_MARKER: DD = SURVEY DISK DH6677_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6677_STAMPING: MADISON 6 2003 DH6677_MARK LOGO: CADT DH6677_PROJECTION: FLUSH DH6677_MAGNETIC: N = NO MAGNETIC MATERIAL DH6677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6677+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6677_ROD/PIPE-DEPTH: 6.1 meters DH6677_SLEEVE-DEPTH : 1.2 meters DH6677 DH6677 HISTORY - Date Condition Report By DH6677 HISTORY - 20030219 MONUMENTED CADT DH6677 DH6677 STATION DESCRIPTION DH6677 DH6677'DESCRIBED BY CALTRANS 2003 (GC) DH6677'THE STATION IS ABOUT 7 MILES SOUTH OF THE TOWN OF FIREBAUGH AND ABOUT DH6677'4 MILES WEST OF THE TOWN OF MENDOTA. TO REACH THE STATION FROM THE DH6677'INTERSECTION OF STATE HIGHWAY 33 (DERRICK AVENUE) AND STATE HIGHWAY DH6677'180 (OLLER STREET), WHICH IS NEAR THE NORTH END OF THE TOWN OF DH6677'MENDOTA, GO SOUTH 0.8 MILES ON HWY 33 (DERRICK AVENUE) TO BELMONT DH6677'AVENUE, GO RIGHT (WEST) 4 MILES ON BELMONT AVENUE TO THE INTERSECTION DH6677'OF WASHOE AVENUE, TO THE LEFT (SOUTH) AND A DIRT ROAD TO THE RIGHT DH6677'(NORTH). GO RIGHT (NORTH) 1.0 MILE ON THE DIRT ROAD TO THE DH6677'INTERSECTION WITH ANOTHER DIRT ROAD AND THE STATION ON THE LEFT DH6677'(WEST). THE MONUMENT IS A 3 INCH CADT ALUMINUM DISK IN WELL, FLUSH, DH6677'STAMPED MADISON 6 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FEET INTO DH6677'THE GROUND, 12.5 METERS WEST OF THE WEST EDGE OF AN IRRIGATION DITCH, DH6677'11.7 METERS NORTH OF A WELL AND 2.0 METERS NORTH OF A 1.5 METER DH6677'DIAMETER STANDPIPE. THIS STATION WAS OBSERVED AS PART OF THE SAN DH6677'JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6665 *********************************************************************** DH6665 HT_MOD - This is a Height Modernization Survey Station. DH6665 DESIGNATION - MATTHEW DH6665 PID - DH6665 DH6665 STATE/COUNTY- CA/FRESNO DH6665 USGS QUAD - HAMMONDS RANCH (1984) DH6665 DH6665 *CURRENT SURVEY CONTROL DH6665 ___________________________________________________________________ DH6665* NAD 83(1998)- 36 51 02.99174(N) 120 39 19.15087(W) ADJUSTED DH6665* NAVD 88 - 58.02 (meters) 190.4 (feet) GPS OBS DH6665 ___________________________________________________________________ DH6665 EPOCH DATE - 2004.50 DH6665 X - -2,605,425.755 (meters) COMP DH6665 Y - -4,395,842.181 (meters) COMP DH6665 Z - 3,804,174.143 (meters) COMP DH6665 LAPLACE CORR- -0.55 (seconds) DEFLEC99 DH6665 ELLIP HEIGHT- 24.54 (meters) (06/30/05) GPS OBS DH6665 GEOID HEIGHT- -33.44 (meters) GEOID03 DH6665 DH6665 HORZ ORDER - B DH6665 ELLP ORDER - FOURTH CLASS I DH6665 DH6665.The horizontal coordinates were established by GPS observations DH6665.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6665.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6665.DATUM ITEM on the data sheet items page. DH6665.The horizontal coordinates are valid at the epoch date displayed above. DH6665.The epoch date for horizontal control is a decimal equivalence DH6665.of Year/Month/Day. DH6665 DH6665.The orthometric height was determined by GPS observations and a DH6665.high-resolution geoid model using precise GPS observation and DH6665.processing techniques. DH6665 DH6665.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6665 DH6665.The Laplace correction was computed from DEFLEC99 derived deflections. DH6665 DH6665.The ellipsoidal height was determined by GPS observations DH6665.and is referenced to NAD 83. DH6665 DH6665.The geoid height was determined by GEOID03. DH6665 DH6665; North East Units Scale Factor Converg. DH6665;SPC CA 4 - 669,656.971 1,852,384.819 MT 0.99994844 -0 59 15.2 DH6665;SPC CA 4 - 2,197,032.91 6,077,365.86 sFT 0.99994844 -0 59 15.2 DH6665;UTM 10 - 4,080,890.837 709,043.782 MT 1.00013838 +1 24 24.1 DH6665 DH6665! - Elev Factor x Scale Factor = Combined Factor DH6665!SPC CA 4 - 0.99999615 x 0.99994844 = 0.99994459 DH6665!UTM 10 - 0.99999615 x 1.00013838 = 1.00013453 DH6665 DH6665 SUPERSEDED SURVEY CONTROL DH6665 DH6665.No superseded survey control is available for this station. DH6665 DH6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0904480891(NAD 83) DH6665_MARKER: DD = SURVEY DISK DH6665_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6665_STAMPING: MATTHEW 2003 DH6665_MARK LOGO: CADT DH6665_PROJECTION: FLUSH DH6665_MAGNETIC: N = NO MAGNETIC MATERIAL DH6665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6665+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 DH6665_ROD/PIPE-DEPTH: 6.1 meters DH6665_SLEEVE-DEPTH : 1.2 meters DH6665 DH6665 HISTORY - Date Condition Report By DH6665 HISTORY - 20030512 MONUMENTED CADT DH6665 DH6665 STATION DESCRIPTION DH6665 DH6665'DESCRIBED BY CALTRANS 2003 (GC) DH6665'THE STATION IS ABOUT 9 MILES SOUTH OF THE CITY OF DOS PALOS AND ABOUT DH6665'11 MILES WEST OF THE TOWN OF FIREBAUGH. TO REACH THE STATION FROM THE DH6665'INTERSECTION OF INTERSTATE 5 AND STATE HIGHWAY 165 (MERCY SPRINGS DH6665'RD.), 10 MILES SOUTHWEST OF THE CITY OF DOS PALOS, GO SOUTH 6.5 MILES DH6665'ON INTERSTATE 5, EXITING ONTO THE NEES AVENUE OFFRAMP, GO EAST 6.6 DH6665'MILES ON NEES AVENUE TO THE STATION ON THE LEFT (NORTH). THE DH6665'MONUMENT IS A 3 INCH CADT ALUMINUM DISK IN WELL, FLUSH, STAMPED DH6665'MATTHEW 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FEET. THE STATION IS DH6665'130 METERS WEST OF THE CENTERLINE OF RUSSELL AVENUE, 16.1 METERS DH6665'NORTH OF THE CENTERLINE OF NEES AVENUE, AND 1.6 METERS SOUTHWEST OF A DH6665'CORNER FENCE POST ON THE WEST SIDE OF A GATE ENTRANCE. THIS STATION DH6665'WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION DH6665'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU3417 *********************************************************************** GU3417 HT_MOD - This is a Height Modernization Survey Station. GU3417 DESIGNATION - MENDOTA RESET GU3417 PID - GU3417 GU3417 STATE/COUNTY- CA/FRESNO GU3417 USGS QUAD - TRANQUILLITY (1984) GU3417 GU3417 *CURRENT SURVEY CONTROL GU3417 ___________________________________________________________________ GU3417* NAD 83(1998)- 36 41 26.47734(N) 120 21 08.12549(W) ADJUSTED GU3417* NAVD 88 - 48.26 (meters) 158.3 (feet) GPS OBS GU3417 ___________________________________________________________________ GU3417 EPOCH DATE - 2004.50 GU3417 X - -2,587,509.663 (meters) COMP GU3417 Y - -4,418,735.370 (meters) COMP GU3417 Z - 3,789,932.582 (meters) COMP GU3417 LAPLACE CORR- 2.28 (seconds) DEFLEC99 GU3417 ELLIP HEIGHT- 14.82 (meters) (06/30/05) GPS OBS GU3417 GEOID HEIGHT- -33.39 (meters) GEOID03 GU3417 GU3417 HORZ ORDER - B GU3417 ELLP ORDER - FOURTH CLASS I GU3417 GU3417.The horizontal coordinates were established by GPS observations GU3417.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU3417.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU3417.DATUM ITEM on the data sheet items page. GU3417.The horizontal coordinates are valid at the epoch date displayed above. GU3417.The epoch date for horizontal control is a decimal equivalence GU3417.of Year/Month/Day. GU3417 GU3417.The orthometric height was determined by GPS observations and a GU3417.high-resolution geoid model using precise GPS observation and GU3417.processing techniques. GU3417 GU3417.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU3417 GU3417.The Laplace correction was computed from DEFLEC99 derived deflections. GU3417 GU3417.The ellipsoidal height was determined by GPS observations GU3417.and is referenced to NAD 83. GU3417 GU3417.The geoid height was determined by GEOID03. GU3417 GU3417; North East Units Scale Factor Converg. GU3417;SPC CA 4 - 651,464.952 1,879,158.609 MT 0.99994140 -0 48 24.3 GU3417;SPC CA 4 - 2,137,347.93 6,165,206.20 sFT 0.99994140 -0 48 24.3 GU3417;SPC CA 3 - 521,173.878 2,013,205.222 MT 1.00009891 +0 05 25.6 GU3417;SPC CA 3 - 1,709,884.63 6,604,990.80 sFT 1.00009891 +0 05 25.6 GU3417;UTM 10 - 4,063,827.517 736,560.876 MT 1.00028949 +1 34 57.9 GU3417 GU3417! - Elev Factor x Scale Factor = Combined Factor GU3417!SPC CA 4 - 0.99999767 x 0.99994140 = 0.99993907 GU3417!SPC CA 3 - 0.99999767 x 1.00009891 = 1.00009658 GU3417!UTM 10 - 0.99999767 x 1.00028949 = 1.00028716 GU3417 GU3417: Primary Azimuth Mark Grid Az GU3417:SPC CA 4 - MENDOTA AZ MK 154 35 16.2 GU3417:SPC CA 3 - MENDOTA AZ MK 153 41 26.3 GU3417:UTM 10 - MENDOTA AZ MK 152 11 54.0 GU3417 GU3417|---------------------------------------------------------------------| GU3417| PID Reference Object Distance Geod. Az | GU3417| dddmmss.s | GU3417| DA8380 MENDOTA RM 2 36.326 METERS 00027 | GU3417| DA8381 MENDOTA RM 3 37.564 METERS 10010 | GU3417| DA8379 MENDOTA RM 1 37.413 METERS 10211 | GU3417| GU3410 TRANQUILITY MUNICIPAL TANK APPROX.10.2 KM 1155835.2 | GU3417| GU3419 TRANQUILLITY TV TOWER APPROX.10.3 KM 1204319.6 | GU3417| DA8378 MENDOTA AZ MK 1534651.9 | GU3417| GU3420 BM KS 95 37.782 METERS 22118 | GU3417| DA8382 MENDOTA RM 4 32.861 METERS 25742 | GU3417| DA8125 KS 95 26117 | GU3417| DA8128 KS 94 26118 | GU3417| GU3435 MENDOTA TIDEWATER OIL C STK APPROX.10.3 KM 3362523.7 | GU3417| GU3438 MENDOTA MUNICIPAL TANK APPROX. 7.6 KM 3391937.7 | GU3417|---------------------------------------------------------------------| GU3417 GU3417 SUPERSEDED SURVEY CONTROL GU3417 GU3417 NAD 83(1992)- 36 41 26.47236(N) 120 21 08.11917(W) AD(1991.35) B GU3417 ELLIP H (05/15/92) 14.94 (m) GP(1991.35) 4 2 GU3417 NAD 83(1986)- 36 41 26.46939(N) 120 21 08.12119(W) AD(1984.00) 1 GU3417 NAD 27 - 36 41 26.65713(N) 120 21 04.51630(W) AD( ) 1 GU3417 NGVD 29 (07/19/86) 46.2 (m) 152. (f) VERT ANG GU3417 GU3417.Superseded values are not recommended for survey control. GU3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU3417.See file dsdata.txt to determine how the superseded data were derived. GU3417 GU3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3656163828(NAD 83) GU3417_MARKER: DS = TRIANGULATION STATION DISK GU3417_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE GU3417_SP_SET: IRREGULAR CONCRETE MASS GU3417_STAMPING: MENDOTA 1944 1962 GU3417_MARK LOGO: CGS GU3417_MAGNETIC: N = NO MAGNETIC MATERIAL GU3417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU3417+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU3417 GU3417 HISTORY - Date Condition Report By GU3417 HISTORY - 1962 MONUMENTED CGS GU3417 HISTORY - 1955 SEE DESCRIPTION USGS GU3417 HISTORY - 1960 SEE DESCRIPTION CGS GU3417 HISTORY - 1962 SEE DESCRIPTION CGS GU3417 HISTORY - 1962 GOOD CGS GU3417 HISTORY - 1969 SEE DESCRIPTION CGS GU3417 HISTORY - 1971 SEE DESCRIPTION NGS GU3417 HISTORY - 1972 SEE DESCRIPTION NGS GU3417 HISTORY - 1973 SEE DESCRIPTION NGS GU3417 HISTORY - 1974 SEE DESCRIPTION NGS GU3417 HISTORY - 19910514 GOOD NGS GU3417 HISTORY - 19930329 GOOD CADT GU3417 HISTORY - 19940209 GOOD NGS GU3417 HISTORY - 19951127 GOOD CADT GU3417 HISTORY - 20001011 GOOD CADT GU3417 HISTORY - 20040824 GOOD CADT GU3417 GU3417 STATION DESCRIPTION GU3417 GU3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCS) GU3417'STATION IS LOCATED ABOUT 6 MILES SW OF TRANQUILITY, AND 5 MILES GU3417'SSE OF MENDOTA, IN THE SE CORNER OF SECTION 20, T. 14 S., GU3417'R. 15 E., AND 54 FEET WSW OF POLE 119 30. GU3417' GU3417'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE GU3417'DISKS SET IN THE TOP OF CONCRETE POSTS. GU3417' GU3417'STATION MARK PROJECTS ABOUT 3 INCHES, IS 54 FEET WSW OF POLE GU3417'119 30, AND IS STAMPED MENDOTA 1944. GU3417' GU3417'REFERENCE MARK 1 PROJECTS ABOUT 6 INCHES, AND IS 2 FEET NW OF GU3417'POWER-TRANSMISSION LINE POLE 40, 62 FEET E OF THE CENTER LINE GU3417'OF THE ROAD, AND IS STAMPED MENDOTA NO 1 1944. GU3417' GU3417'REFERENCE MARK 2 PROJECTS ABOUT 8 INCHES, IS 21 FEET E OF THE GU3417'CENTER LINE OF THE ROAD, AND IS STAMPED MENDOTA NO 2 1944. GU3417' GU3417'AZIMUTH MARK IS SE 0.8 MILE, PROJECTS ABOUT 8 INCHES, IS ON GU3417'THE E SIDE OF THE ROAD, 2 FEET NW OF POLE 119 30, AND IS GU3417'STAMPED MENDOTA 1944. GU3417' GU3417'TO REACH THE STATION FROM THE J.T. RATHMANN STORE IN TRANQUILITY, GU3417'GO NE ON THE MAIN ROAD TOWARD KERMAN FOR 0.4 MILE TO A ROAD GU3417'LEADING W, TURN LEFT, W, AND GO 4.2 MILES TO WHERE THE ROAD GU3417'BENDS NW. CONTINUE ON THE ROAD 2.2 MILES TO THE AZIMUTH MARK GU3417'ON THE RIGHT SIDE OF THE ROAD. CONTINUE 0.8 MILE TO THE STATION GU3417'ON THE LEFT SIDE OF THE ROAD. GU3417 GU3417 STATION RECOVERY (1955) GU3417 GU3417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 GU3417'STATION MARK HIT BY CAT AND HALF OF TABLET IS OFF. GU3417' GU3417'REFERENCE MARK NO. 1 HIT BY CAT AND IS VERY LOOSE. GU3417' GU3417'REFERENCE MARK NO. 2 IS LAYING IN SHOULDER OF ROAD. AZIMUTH GU3417'MARK IN GOOD CONDITION. GU3417 GU3417 STATION RECOVERY (1960) GU3417 GU3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAK) GU3417'THE STATION WAS RECOVERED. STATION DISK HAS BEEN REMOVED GU3417'AND THE MONUMENT IS TILTED SLIGHTLY. IT IS 53.5 FEET WEST OF GU3417'A SQUARE TELEPHONE POLE, 77 FEET WEST OF CENTER LINE OF PAVED GU3417'ROAD, 51 FEET NORTH-NORTHEAST OF CENTER LINE OF FIELD ROAD, GU3417'10 FEET EAST OF CULTIVATED LAND, 5 FEET NORTHWEST OF A LOW, GU3417'CURVED, GRASSY BANK AND AT THE SOUTHEAST CORNER OF CULTIVATED GU3417'FIELD. REFERENCE MARK NUMBER 1 IS SETTING IN ORIGINAL LOCATION GU3417'BUT IS BROKEN OFF UNDERGROUND AND IS LOOSE AND THE ARROW GU3417'POINTS ABOUT 120 DEGREES OFF. REFERENCE MARK NUMBER 2 WAS GU3417'FOUND LAYING ALONG ROAD. THE AZIMUTH MARK WAS RECOVERED GU3417'IN GOOD CONDITION. IT IS 25 FEET WEST OF CENTER LINE OF GU3417'PAVED ROAD, 2 FEET NORTHWEST OF A SQUARE TELEPHONE POLE, GU3417'AND ACROSS ROAD FROM ENTRANCE TO CALIFORNIA DEPT. OF FISH GU3417'AND GAME HEADQUARTERS. GU3417' GU3417'ORIGINAL DESCRIPTION TO REACH IS ADEQUATE. GU3417 GU3417 STATION RECOVERY (1962) GU3417 GU3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) GU3417'THE AZIMUTH MARK AND THE UNDERGROUND STATION MARK WERE RECOVERED GU3417'IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS. GU3417'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED. GU3417' GU3417'THE ORIGINAL POINT WAS HELD AND A NEW STATION MARK WAS SET. GU3417'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED. FOLLOWING IS A NEW GU3417'AND COMPLETE DESCRIPTION. GU3417' GU3417'THE STATION IS ON THE SOUTHWEST SIDE OF SAN BENITO AVENUE, GU3417'ABOUT 5 MILES SOUTH-SOUTHEAST OF MENDOTA, 6 MILES NORTHWEST GU3417'OF TRANQUILLITY, 16 MILES WEST-SOUTHWEST OF KERMAN AND 3/4 MILE GU3417'NORTHWEST OF A STATE GAME AND FISH DEPARTMENT OF CALIFORNIA, GU3417'BUILDINGS. GU3417' GU3417'TO REACH FROM THE POST OFFICE IN MENDOTA, GO SOUTHERLY ON GU3417'STATE HIGHWAY 180 FOR 1.7 MILES TO WHERE THE HIGHWAY TURNS GU3417'LEFT, EAST AND THE INTERSECTION OF SAN BENITO AVENUE. CONTINUE GU3417'STRAIGHT AHEAD, SOUTHEAST ON SAN BENITO AVENUE FOR 2.9 MILES GU3417'TO A DIRT CROSS ROAD AND THE STATION IN THE NORTHWEST ANGLE OF GU3417'THE INTERSECTION. TO REACH THE AZIMUTH MARK, CONTINUE SOUTHEAST GU3417'ON SAN BENITO AVENUE FOR 0.75 MILE TO THE AZIMUTH MARK ON THE GU3417'RIGHT AND THE CALIFORNIA DEPARTMENT OF FISH AND GAME BUILDINGS GU3417'ON THE LEFT. GU3417' GU3417'STATION MARKS ARE STANDARD DISKS, STAMPED MENDOTA 1944 1962. GU3417'THE SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF GU3417'CONCRETE 16 INCHES BELOW THE GROUND SURFACE. IT IS 110 FEET GU3417'EAST OF POWERLINE POLE NUMBER 15, 77 FEET SOUTHWEST OF THE GU3417'CENTERLINE OF SAN BENITO AVENUE, 54 FEET WEST OF A TELEPHONE GU3417'LINE POLE, 43 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD GU3417'AND 2.8 FEET WEST OF A WITNESS POST. THE UNDER GROUND DISK IS GU3417'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GU3417'GROUND SURFACE. GU3417' GU3417'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MENDOTA NO 3 1944 GU3417'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING GU3417'10 INCHES. IT IS 50 FEET NORTHWEST OF A FIELD ENTRANCE ROAD, GU3417'23 FEET EAST OF THE CENTERLINE OF SAN BENITO AVENUE AND 4 FEET GU3417'NORTH OF POWERLINE POLE NUMBER 2998. GU3417' GU3417'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MENDOTA NO 4 1944 GU3417'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING GU3417'10 INCHES. IT IS 14 FEET NORTH OF THE CENTERLINE OF THE DIRT GU3417'ROAD AND 2 FEET EAST OF A POWERLINE POLE. GU3417' GU3417'AZIMUTH MARK IS A STANDARD DISK, STAMPED MENDOTA 1944, SET GU3417'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 10 GU3417'INCHES. IT IS 88 FEET NORTHWEST OF A TRANSFORMER POLE, 70 GU3417'FEET SOUTH OF POWERLINE POLE NUMBER 23-1 3752, 2 FEET NORTHWEST GU3417'OF A TELEPHONE LINE POLE AND 1 FOOT NORTHEAST OF A WITNESS POST. GU3417' GU3417'HEIGHT OF LIGHT ABOVE STATION MARK 26.67 METERS. GU3417 GU3417 STATION RECOVERY (1962) GU3417 GU3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 GU3417'RECOVERED IN GOOD CONDITION. GU3417 GU3417 STATION RECOVERY (1969) GU3417 GU3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMS) GU3417'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 3 WERE GU3417'RECOVERED IN GOOD CONDITION. REFERENCE MARK 4 WAS REMOVED GU3417'DURING CONSTRUCTION OF A CULVERT IN 1968. TWO U.S. BUREAU GU3417'OF RECLAMATION BENCH MARKS (SET IN THE HEADWALLS OF THE NEW GU3417'CULVERT) WERE MEASURED TO AS REFERENCE MARKS AND ARE DESCRIBED GU3417'BELOW. THE 1962 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING GU3417'ADDITIONS-- GU3417' GU3417'THE STATION MARK IS IN THE CENTER OF A 5-FOOT SQUARE FORMED BY GU3417'FOUR 4X4-INCH WOODEN WITNESS POSTS. GU3417' GU3417'BM 1 (USBR) IS AN UNSTAMPED U.S. BUREAU OF RECLAMATION BENCH GU3417'MARK DISK SET IN THE CENTER AND TOP OF THE SOUTHEAST CONCRETE GU3417'HEADWALL OF A 10X5-FOOT CONCRETE BOX CULVERT, 191 FEET SOUTHWEST GU3417'OF THE CENTERLINE OF SAN BENITO AVENUE, 40 FEET SOUTH OF THE GU3417'CENTERLINE OF A DIRT ROAD, AND ABOUT 6 FEET HIGHER THAN THE GU3417'STATION MARK. GU3417' GU3417'BM 2 (USBR) IS AN UNSTAMPED U.S. BUREAU OF RECLAMATION BENCH GU3417'MARK DISK SET IN THE CENTER AND TOP OF THE NORTHWEST CONCRETE GU3417'HEADWALL OF A 10X5-FOOT CONCRETE BOX CULVERT, 190 FEET SOUTHWEST GU3417'OF THE CENTERLINE OF SAN BENITO AVENUE, 40 FEET NORTH OF THE GU3417'CENTERLINE OF A DIRT ROAD, 47.5 FEET EAST OF A POWERLINE POLE, GU3417'AND ABOUT 6 FEET HIGHER THAN THE STATION MARK. GU3417' GU3417'NOTE--THE DISTANCE TO REFERENCE MARK 3 WAS CHECKED IN THE FIELD GU3417'AND IS CORRECT. APPARENTLY THE DISTANCES TO THE REFERENCE MARKS GU3417'WERE TRANSPOSED IN 1962. GU3417 GU3417 STATION RECOVERY (1971) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) GU3417'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF TRANQUILLITY, GU3417'AND 5 MILES SOUTH-SOUT-EAST OF MENDOTA. GU3417' GU3417'THE STATION MARK, R.M. 3 AND THE AZIMUTH MARK WERE FOUND TO BE GU3417'IN GOOD CONDITION. A DEPARTMENT OF THE INTERIOR BENCH MARK GU3417'WAS ESTABLISHED AS R.M. 4 AT THIS TIME. A COMPLETE DESCRIPTION GU3417'FOLLOWS-- GU3417' GU3417'TO REACH THE STATION FROM THE POST OFFICE IN MENDOTA GO SOUTH GU3417'ON STATE HIGHWAY 180 FOR 1.9 MILES TO A FORK. TAKE THE RIGHT GU3417'FORK AND CONTINUE SOUTH FOR 0.1 MILE TO A CROSSROAD. (PANOCHE GU3417'RD AND SAN BENITO RD). CONTINUE AHEAD SOUTH, ON SAN BENITO GU3417'RD FOR 2.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED. GU3417'TO REACH THE AZIMUTH MARK FROM HERE CONTINUE SOUTH ON SAN BENITO GU3417'RD FOR 0.75 MILE TO THE MARK ON THE RIGHT. GU3417' GU3417'STATION MARKS ARE STANDARD DISKS STAMPED MENDOTA 1944 1962. GU3417'THE SURFACE DISK IS SET IN A IRREGULAR MASS OF CONCRETE WHICH GU3417'IS 15 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 2.8 FEET GU3417'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 57 FEET NORTH GU3417'OF A DIRT FARM ROAD, AND 79.4 FEET WEST OF THE CENTERLINE OF THE GU3417'HIGHWAY. NOTE 1C7A. GU3417' GU3417'R.M. 3 IS A STANDARD REFERENCE MARK DISK STAMPED MENDOTA 1944 GU3417'1962 NO 3 WHICH IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE GU3417'MONUMENT WHICH PROJECTS 6 INCHES. IT IS 2 FEET SOUTH OF A GU3417'METAL WITNESS POST WITH SIGN ATTACHED, 4.5 FEET NORTH OF A GU3417'POWERLINE AND 23.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. GU3417'NOTE 11A. GU3417' GU3417'R.M. 4 IS A DEPARTMENT OF THE INTERIOR BENCH MARK DISK CEMENTED GU3417'IN A DRILL HOLE IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE GU3417'CULVERT. THERE IS NO STAMPING ON THE DISK. IT IS 32.0 FEET GU3417'SOUTH OF A DIRT FARM ROAD, AND 12 FEET NORTH OF THE CENTER GU3417'OF A CONCRETE WALKWAY. GU3417' GU3417'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED GU3417'MENDOTA 1944 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE GU3417'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS GU3417'1 FOOT EAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 26.5 GU3417'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 88.5 FEET GU3417'NORTHWEST OF A POWERLINE POLE WITH TWO TRANSFORMERS ATTACHED. GU3417'NOTE 16A. GU3417' GU3417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES GU3417'SOUTH-SOUTHEAST OF MENDOTA GU3417 GU3417 STATION RECOVERY (1972) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (TW) GU3417'STATION-- GU3417' GU3417'RECOVERED IN GOOD CONDITION DOWN ABOUT 18 IN. STAMPED MENDOTA GU3417'1944 1962. GU3417' GU3417'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION STAMPED MENDOTA GU3417'AZIMUTH 1944 WITH ARROW POINTING TO STATION. GU3417' GU3417'TO REACH DESCRIPTION WAS ADEQUATE TO LOCATE STATION AND AZIMUTH GU3417'MARK. GU3417' GU3417'R.M. 3 STAMPED MENDOTA 1944 1963 RECOVERED IN GOOD CONDITION. GU3417' GU3417'NO OTHER R.M.S RECOVERED. USED U.S.B.R. BENCH MARK KS95. GU3417'A BRASS TABLET SET IN THE SOUTH HEADWALL OF AN IRRIGATION GU3417'SIPHON. USED U.S.B.R. BENCH MARK KS94 A BRASS TABLET SET IN GU3417'THE NORTH HEADWALL OF A CONCRETE IRRIGATION SIPHON. GU3417' GU3417'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET GU3417' GU3417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES GU3417'SSE OF MENDOTA GU3417 GU3417 STATION RECOVERY (1973) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HF) GU3417'THE 1962 ROUTE TO REACH THE STATION IS ADEQUATE. GU3417' GU3417'STATION MARK, BM 1 (USBR), BM 2 (USBR), AND R.M. 3 WERE ALL GU3417'RECOVERED IN GOOD CONDITION AND FOUND TO BE AS DESCRIBED IN 1969. GU3417' GU3417'AZIMUTH MARK WAS NOT SEARCHED. GU3417' GU3417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES GU3417'SOUTH-SOUTHEAST OF MENDOTA GU3417 GU3417 STATION RECOVERY (1974) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) GU3417'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 3, BM 1 (USBR) GU3417'AND BM 2 (USBR) WERE RECOVERED IN GOOD CONDITION AND THE GU3417'PREVIOUS DESCRIPTIONS ARE ADEQUATE. GU3417' GU3417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SSE GU3417'OF MENDOTA GU3417 GU3417 STATION RECOVERY (1991) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GU3417'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) WEST OF FRESNO. GU3417'TO REACH THE STATION FROM THE POST OFFICE (AT 655 OLLER STREET) IN GU3417'MENDOTA, GO SOUTHERLY ON OLLER STREET AND WHITE BRIDGE ROAD FOR 1.95 GU3417'MI (3.14 KM) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND CONTINUE GU3417'SOUTHERLY ON SAN BENITO ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF GU3417'STATE HIGHWAY 180. CONTINUE SOUTHERLY ON SAN BENITO ROAD FOR 2.9 MI GU3417'(4.7 KM) TO A DIRT ROAD, CROSSING AN AQUEDUCT AND THE STATION ON THE GU3417'RIGHT IN THE WEST END OF A GRASS TRIANGLE. GU3417'THE STATION IS A STANDARD DISK SET IN CONCRETE, ON LINE BETWEEN TWO 4 GU3417'X 4 INCH WOOD POSTS ORIENTED SOUTHWEST TO NORTHEAST 4 FT (1.2 M) GU3417'APART. LOCATED 2 FT (0.6 M) WEST OF A METAL WITNESS POST. GU3417'TO REACH THE BENCHMARK FROM THE STATION GO WEST ON DIRT ROAD ABOUT 2 GU3417'MI (3.2 KM) TO HIGHWAY 33. BENCHMARK IS IN THE NORTHWEST QUADRANT GU3417'STAMPED C 237 RESET. GU3417 GU3417 STATION RECOVERY (1993) GU3417 GU3417'RECOVERY NOTE BY CALTRANS 1993 (DAB) GU3417'RECOVERED AS DESCRIBED. GU3417 GU3417 STATION RECOVERY (1994) GU3417 GU3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GU3417'THE STATION IS LOCATED ABOUT 55 KM (34.2 MI) WEST OF FRESNO, 9 KM (5.6 GU3417'MI) SOUTH-SOUTHEAST OF MENDOTA, 10 KM (6.2 MI) NORTHWEST OF GU3417'TRANQUILITY, AND ALONG SAN BENITO AVENUE. OWNERSHIP--CALIFORNIA GU3417'DEPARTMENT OF TRANSPORTATION TO REACH FROM THE POST OFFICE IN MENDOTA GU3417'(655 OLLER STREET), GO SOUTHERLY ON OLLER STREET AND WHITE BRIDGE ROAD GU3417'FOR 3.1 KM (1.9 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTHERLY, ON GU3417'SAN BENITO ROAD FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF STATE HIGHWAY GU3417'180. CONTINUE SOUTHERLY ON SAN BENITO ROAD FOR 4.7 KM (2.9 MI) TO A GU3417'DIRT ROAD ON THE RIGHT, AND THE STATION ON THE RIGHT, IN THE WEST END GU3417'OF A GRASS TRIANGLE, JUST BEFORE CROSSING AN AQUADUCT. STATION MARK IS GU3417'A STANDARD CGS TRIANGULATION STATION DISK SET IN THE TOP OF AN GU3417'IRREGULAR MASS OF CONCRETE RECESSED 40 CM BELOW THE SURFACE. IT IS GU3417'23.9 M (78.4 FT) SOUTHWEST OF THE CENTER OF, AND 1 M (3.3 FT) LOWER GU3417'THAN, SAN BENITO ROAD, 12.4 M (40.7 FT) NORTHWEST OF A DIRT ROAD, GU3417'IN-BETWEEN TWO 4 X 4 INCH WOODEN POSTS 1.2 M (3.9 FT) APART, 9.4 GU3417'EAST-SOUTHEAST OF THE CENTER OF A DIRT ROAD, AND 0.6 M (2.0 FT) WEST GU3417'OF A METAL WITNESS POST. GU3417 GU3417 STATION RECOVERY (1995) GU3417 GU3417'RECOVERY NOTE BY CALTRANS 1995 (RGD) GU3417'RECOVERED AS DESCRIBED. GU3417 GU3417 STATION RECOVERY (2000) GU3417 GU3417'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GU3417'RECOVERED IN GOOD CONDITION. GU3417 GU3417 STATION RECOVERY (2004) GU3417 GU3417'RECOVERY NOTE BY CALTRANS 2004 (GC) GU3417'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU3417'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU3417'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6666 *********************************************************************** DH6666 HT_MOD - This is a Height Modernization Survey Station. DH6666 DESIGNATION - MICHAEL DH6666 PID - DH6666 DH6666 STATE/COUNTY- CA/FRESNO DH6666 USGS QUAD - BROADVIEW FARMS (1984) DH6666 DH6666 *CURRENT SURVEY CONTROL DH6666 ___________________________________________________________________ DH6666* NAD 83(1998)- 36 51 08.22079(N) 120 33 47.69026(W) ADJUSTED DH6666* NAVD 88 - 54.86 (meters) 180.0 (feet) GPS OBS DH6666 ___________________________________________________________________ DH6666 EPOCH DATE - 2004.50 DH6666 X - -2,598,307.992 (meters) COMP DH6666 Y - -4,399,937.935 (meters) COMP DH6666 Z - 3,804,301.251 (meters) COMP DH6666 LAPLACE CORR- 1.48 (seconds) DEFLEC99 DH6666 ELLIP HEIGHT- 21.41 (meters) (06/30/05) GPS OBS DH6666 GEOID HEIGHT- -33.41 (meters) GEOID03 DH6666 DH6666 HORZ ORDER - B DH6666 ELLP ORDER - FOURTH CLASS I DH6666 DH6666.The horizontal coordinates were established by GPS observations DH6666.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6666.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6666.DATUM ITEM on the data sheet items page. DH6666.The horizontal coordinates are valid at the epoch date displayed above. DH6666.The epoch date for horizontal control is a decimal equivalence DH6666.of Year/Month/Day. DH6666 DH6666.The orthometric height was determined by GPS observations and a DH6666.high-resolution geoid model using precise GPS observation and DH6666.processing techniques. DH6666 DH6666.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6666 DH6666.The Laplace correction was computed from DEFLEC99 derived deflections. DH6666 DH6666.The ellipsoidal height was determined by GPS observations DH6666.and is referenced to NAD 83. DH6666 DH6666.The geoid height was determined by GEOID03. DH6666 DH6666; North East Units Scale Factor Converg. DH6666;SPC CA 4 - 669,680.551 1,860,597.365 MT 0.99994854 -0 55 57.4 DH6666;SPC CA 4 - 2,197,110.27 6,104,309.86 sFT 0.99994854 -0 55 57.4 DH6666;UTM 10 - 4,081,257.583 717,249.906 MT 1.00018149 +1 27 43.3 DH6666 DH6666! - Elev Factor x Scale Factor = Combined Factor DH6666!SPC CA 4 - 0.99999664 x 0.99994854 = 0.99994518 DH6666!UTM 10 - 0.99999664 x 1.00018149 = 1.00017813 DH6666 DH6666 SUPERSEDED SURVEY CONTROL DH6666 DH6666.No superseded survey control is available for this station. DH6666 DH6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1725081258(NAD 83) DH6666_MARKER: DD = SURVEY DISK DH6666_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6666_STAMPING: MICHAEL 2003 DH6666_MARK LOGO: CADT DH6666_PROJECTION: FLUSH DH6666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6666+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2003 DH6666_ROD/PIPE-DEPTH: 6.1 meters DH6666_SLEEVE-DEPTH : 1.2 meters DH6666 DH6666 HISTORY - Date Condition Report By DH6666 HISTORY - 20030210 MONUMENTED CADT DH6666 DH6666 STATION DESCRIPTION DH6666 DH6666'DESCRIBED BY CALTRANS 2003 (GC) DH6666'THE STATION IS ABOUT 5 MILES WEST OF THE TOWN OF FIREBAUGH, ABOUT 9.5 DH6666'MILES SOUTHEAST OF THE CITY OF DOS PALOS AND ABOUT 10 MILES SOUTHWEST DH6666'OF INTERSTATE 5 AND STATE HIGHWAY 165. TO REACH THE STATION FROM THE DH6666'INTERSECTION OF INTERSTATE 5 AND HWY 165 (MERCY SPRINGS ROAD), GO DH6666'SOUTH 6.5 MILES ON INTERSTATE 5 TO NEES AVENUE, GO EAST 11 MILES ON DH6666'NEES AVENUE TO THE INTERSECTION OF NEES AVENUE AND FAIRFAX AVENUE, GO DH6666'LEFT (NORTH) 152 METERS TO THE STATION ON THE RIGHT (EAST). THE DH6666'MONUMENT IS A 3 INCH ALUMINUM CADT DISK IN WELL, FLUSH, STAMPED DH6666'MICHAEL 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FEET INTO THE GROUND, DH6666'152 METERS NORTH OF THE CENTERLINE OF NEES AVENUE, 7.5 METERS EAST OF DH6666'THE CENTERLINE OF FAIRFAX AVENUE, AND 15.6 METERS EAST OF A POWER DH6666'POLE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY DH6666'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI4495 *********************************************************************** AI4495 HT_MOD - This is a Height Modernization Survey Station. AI4495 DESIGNATION - MUSB MUSICK MOUNTAIN GRP AI4495 PID - AI4495 AI4495 STATE/COUNTY- CA/FRESNO AI4495 USGS QUAD - MUSICK MTN (1982) AI4495 AI4495 *CURRENT SURVEY CONTROL AI4495 ___________________________________________________________________ AI4495* NAD 83(1998)- 37 10 11.77220(N) 119 18 33.60980(W) ADJUSTED AI4495* NAVD 88 - 2070.78 (meters) 6793.9 (feet) GPS OBS AI4495 ___________________________________________________________________ AI4495 EPOCH DATE - 2004.50 AI4495 X - -2,491,801.796 (meters) COMP AI4495 Y - -4,438,643.726 (meters) COMP AI4495 Z - 3,833,672.539 (meters) COMP AI4495 LAPLACE CORR- 20.94 (seconds) DEFLEC99 AI4495 ELLIP HEIGHT- 2043.11 (meters) (04/01/05) GPS OBS AI4495 GEOID HEIGHT- -27.62 (meters) GEOID03 AI4495 AI4495 HORZ ORDER - A AI4495 ELLP ORDER - THIRD CLASS I AI4495 AI4495.ITRF positions are available for this station. AI4495.The horizontal coordinates were established by GPS observations AI4495.and adjusted by the GEODETIC SOLUTIONS in April 2005. AI4495.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4495.DATUM ITEM on the data sheet items page. AI4495.The horizontal coordinates are valid at the epoch date displayed above. AI4495.The epoch date for horizontal control is a decimal equivalence AI4495.of Year/Month/Day. AI4495 AI4495.The orthometric height was determined by GPS observations and a AI4495.high-resolution geoid model using precise GPS observation and AI4495.processing techniques. AI4495 AI4495.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4495 AI4495.The Laplace correction was computed from DEFLEC99 derived deflections. AI4495 AI4495.The ellipsoidal height was determined by GPS observations AI4495.and is referenced to NAD 83. AI4495 AI4495.The geoid height was determined by GEOID03. AI4495 AI4495; North East Units Scale Factor Converg. AI4495;SPC CA 4 - 703,841.448 1,972,527.317 MT 0.99998576 -0 11 04.4 AI4495;SPC CA 4 - 2,309,186.48 6,471,533.37 sFT 0.99998576 -0 11 04.4 AI4495;UTM 11 - 4,116,221.507 294,967.415 MT 1.00011788 -1 23 44.7 AI4495 AI4495! - Elev Factor x Scale Factor = Combined Factor AI4495!SPC CA 4 - 0.99967948 x 0.99998576 = 0.99966524 AI4495!UTM 11 - 0.99967948 x 1.00011788 = 0.99979732 AI4495 AI4495 SUPERSEDED SURVEY CONTROL AI4495 AI4495 NAD 83(1998)- 37 10 11.77107(N) 119 18 33.60795(W) AD(2000.35) A AI4495 ELLIP H (04/03/01) 2043.15 (m) GP(2000.35) 1 1 AI4495 NAD 83(1998)- 37 10 11.77013(N) 119 18 33.60745(W) AD(1998.50) A AI4495 ELLIP H (04/06/00) 2043.14 (m) GP(1998.50) 3 1 AI4495 AI4495.Superseded values are not recommended for survey control. AI4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4495.See file dsdata.txt to determine how the superseded data were derived. AI4495 AI4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB9496716222(NAD 83) AI4495_MARKER: Z = SEE DESCRIPTION AI4495_SETTING: 0 = UNSPECIFIED SETTING AI4495_SP_SET: CORS AI4495_MARK LOGO: NONE AI4495_MAGNETIC: N = NO MAGNETIC MATERIAL AI4495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4495+STABILITY: POSITION/ELEVATION WELL AI4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4495+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AI4495 AI4495 HISTORY - Date Condition Report By AI4495 HISTORY - 19971105 MONUMENTED NGS AI4495 HISTORY - 20040801 GOOD CSRC AI4495 AI4495 STATION DESCRIPTION AI4495 AI4495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 AI4495'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4495'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4495'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4495'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AI4495 AI4495 STATION RECOVERY (2004) AI4495 AI4495'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AI4495'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AI4495'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AI4495'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AI4495'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1547 *********************************************************************** GU1547 HT_MOD - This is a Height Modernization Survey Station. GU1547 DESIGNATION - N 1199 GU1547 PID - GU1547 GU1547 STATE/COUNTY- CA/FRESNO GU1547 USGS QUAD - LILLIS RANCH (1978) GU1547 GU1547 *CURRENT SURVEY CONTROL GU1547 ___________________________________________________________________ GU1547* NAD 83(1998)- 36 26 06.99361(N) 120 23 39.57326(W) ADJUSTED GU1547* NAVD 88 - 150.91 (meters) 495.1 (feet) GPS OBS GU1547 ___________________________________________________________________ GU1547 EPOCH DATE - 2004.50 GU1547 X - -2,599,337.646 (meters) COMP GU1547 Y - -4,431,469.183 (meters) COMP GU1547 Z - 3,767,228.396 (meters) COMP GU1547 LAPLACE CORR- -5.16 (seconds) DEFLEC99 GU1547 ELLIP HEIGHT- 117.49 (meters) (06/30/05) GPS OBS GU1547 GEOID HEIGHT- -33.39 (meters) GEOID03 GU1547 GU1547 HORZ ORDER - B GU1547 VERT ORDER - FIRST CLASS I (See Below) GU1547 ELLP ORDER - FOURTH CLASS I GU1547 GU1547.The horizontal coordinates were established by GPS observations GU1547.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1547.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1547.DATUM ITEM on the data sheet items page. GU1547.The horizontal coordinates are valid at the epoch date displayed above. GU1547.The epoch date for horizontal control is a decimal equivalence GU1547.of Year/Month/Day. GU1547 GU1547.The orthometric height was determined by GPS observations and a GU1547.high-resolution geoid model using precise GPS observation and GU1547.processing techniques. GU1547.The vertical order pertains to the NGVD 29 superseded value. GU1547 GU1547.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1547 GU1547.The Laplace correction was computed from DEFLEC99 derived deflections. GU1547 GU1547.The ellipsoidal height was determined by GPS observations GU1547.and is referenced to NAD 83. GU1547 GU1547.The geoid height was determined by GEOID03. GU1547 GU1547; North East Units Scale Factor Converg. GU1547;SPC CA 4 - 623,180.383 1,874,988.031 MT 0.99994627 -0 49 54.6 GU1547;SPC CA 4 - 2,044,550.97 6,151,523.23 sFT 0.99994627 -0 49 54.6 GU1547;UTM 10 - 4,035,384.278 733,569.816 MT 1.00027220 +1 32 53.7 GU1547 GU1547! - Elev Factor x Scale Factor = Combined Factor GU1547!SPC CA 4 - 0.99998156 x 0.99994627 = 0.99992783 GU1547!UTM 10 - 0.99998156 x 1.00027220 = 1.00025376 GU1547 GU1547 SUPERSEDED SURVEY CONTROL GU1547 GU1547 NGVD 29 (??/??/92) 150.164 (m) 492.66 (f) ADJ UNCH 1 1 GU1547 GU1547.Superseded values are not recommended for survey control. GU1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1547.See file dsdata.txt to determine how the superseded data were derived. GU1547 GU1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3357035384(NAD 83) GU1547_MARKER: DB = BENCH MARK DISK GU1547_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU1547_SP_SET: BRIDGE CURB GU1547_STAMPING: N 1199 1969 GU1547_MAGNETIC: N = NO MAGNETIC MATERIAL GU1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1547+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1547 GU1547 HISTORY - Date Condition Report By GU1547 HISTORY - 1969 MONUMENTED CGS GU1547 HISTORY - 1972 GOOD NGS GU1547 HISTORY - 20040901 GOOD CSRC GU1547 GU1547 STATION DESCRIPTION GU1547 GU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU1547'22.2 MI S FROM MENDOTA. GU1547'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN PACIFIC GU1547'STATION AT MENDOTA, THENCE 21.45 MILES SOUTH ALONG STATE HIGHWAY GU1547'33, 0.55 MILE SOUTH OF THE JUNCTION OF HARLAN AVENUE AND BENCH GU1547'MARK GWM 20 (USGS), IN THE TOP AND 1.3 FEET NORTH OF THE SOUTH GU1547'END OF THE WEST CONCRETE CURB OF BRIDGE NO. 42-240 OVER INTERSTATE GU1547'HIGHWAY 5, 15 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 33, GU1547'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. SECTION 24, T17S, GU1547'R14E. GU1547 GU1547 STATION RECOVERY (1972) GU1547 GU1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1547'RECOVERED IN GOOD CONDITION. GU1547 GU1547 STATION RECOVERY (2004) GU1547 GU1547'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1547'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL RECOVERY GU1547'NOTES FOLLOWING. STATION IS AT THE INTERSECTION OF I-5 AND HWY 33 GU1547'NORTH ON THE HWY 33 OVERPASS ON THE NORTHWEST BRIDGE ABUTMENT. THE GU1547'STATION IS LOCATED IN THE TOP OF THE WEST CURB, 4.6 M (15 FT) WEST OF GU1547'CENTERLINE OF THE ROAD, 0.3 M (1 FT) NORTH FROM THE END OF THE SOUTH GU1547'BRIDGE ABUTMENT AND 0.3 M (1 FT) WEST OF THE EAST FACE OF THE WEST GU1547'BRIDGE CURB. TRAFFIC CONTROL SIGNAGE IS ADVISED FOR SURVEY GU1547'OCCUPATION. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN GU1547'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0104 *********************************************************************** GU0104 DESIGNATION - P 1193 GU0104 PID - GU0104 GU0104 STATE/COUNTY- CA/FRESNO GU0104 USGS QUAD - CHANEY RANCH (1971) GU0104 GU0104 *CURRENT SURVEY CONTROL GU0104 ___________________________________________________________________ GU0104* NAD 83(1986)- 36 41 25. (N) 120 30 51. (W) SCALED GU0104* NAVD 88 - 89.02 (+/-2cm) 292.1 (feet) VERTCON GU0104 ___________________________________________________________________ GU0104 GEOID HEIGHT- -33.51 (meters) GEOID03 GU0104 GU0104 VERT ORDER - SECOND CLASS 0 (See Below) GU0104 GU0104.The horizontal coordinates were scaled from a topographic map and have GU0104.an estimated accuracy of +/- 6 seconds. GU0104 GU0104.The NAVD 88 height was computed by applying the VERTCON shift value to GU0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0104.The vertical order pertains to the NGVD 29 superseded value. GU0104 GU0104.The geoid height was determined by GEOID03. GU0104 GU0104; North East Units Estimated Accuracy GU0104;SPC CA 4 - 651,640. 1,864,690. MT (+/- 180 meters Scaled) GU0104 GU0104 SUPERSEDED SURVEY CONTROL GU0104 GU0104 NGVD 29 (??/??/92) 88.248 (m) 289.53 (f) ADJ UNCH 2 0 GU0104 GU0104.Superseded values are not recommended for survey control. GU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0104.See file dsdata.txt to determine how the superseded data were derived. GU0104 GU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF220633(NAD 83) GU0104_MARKER: DB = BENCH MARK DISK GU0104_SETTING: 30 = SET IN A LIGHT STRUCTURE GU0104_SP_SET: CONCRETE BASE GU0104_STAMPING: P 1193 1968 GU0104_MARK LOGO: CGS GU0104_MAGNETIC: N = NO MAGNETIC MATERIAL GU0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU0104 GU0104 HISTORY - Date Condition Report By GU0104 HISTORY - 1968 MONUMENTED CGS GU0104 HISTORY - 1972 GOOD NGS GU0104 HISTORY - 20040824 GOOD CADT GU0104 GU0104 STATION DESCRIPTION GU0104 GU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 GU0104'4.9 MI NE FROM PANOCHE SUBSTATION. GU0104'4.3 MILES NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE GU0104'SUBSTATION OF PACIFIC GAS AND ELECTRIC COMPANY, THENCE 0.6 MILE GU0104'NORTH ALONG NEWCOMB AVENUE, AT NORTHEAST CORNER OF THE JUNCTION GU0104'OF NORTH AVENUE, IN THE TOP OF THE NORTHEAST SIDE OF A ROUND GU0104'CONCRETE BASE OF METERS FOR 10-INCH WATER PIPE, 51 FEET EAST GU0104'OF THE CENTER LINE OF NEWCOMB AVENUE, 68 FEET NORTH OF THE CENTER GU0104'LINE OF NORTH AVENUE, ABOUT 1/2 FOOT HIGHER THAN THE AVENUES GU0104'AND GROUND. IN R13E T14S, SECTION 24. GU0104 GU0104 STATION RECOVERY (1972) GU0104 GU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0104'RECOVERED IN GOOD CONDITION. GU0104 GU0104 STATION RECOVERY (2004) GU0104 GU0104'RECOVERY NOTE BY CALTRANS 2004 (DK) GU0104'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU0104'THE STATION IS ABOUT 9 MILES SOUTHWEST OF THE TOWN OF MENDOTA AND GU0104'ABOUT 7 MILES NORTHEAST OF INTERSTATE 5 INTERSECTION WITH WEST GU0104'PANOCHE ROAD. FROM THE INTERSECTION OF BELMONT STREET AND STATE ROUTE GU0104'33 (N. DERRICK BLVD) IN THE SOUTHERN PART OF MENDOTA, GO SOUTH 2.0 GU0104'MILES ON STATE ROUTE 33 (N. DERRICK BLVD) TO THE INTERSECTION OF GU0104'CALIFORNIA AVENUE (TO THE WEST) AND PANOCHE ROAD (TO THE EAST). TURN GU0104'RIGHT (WEST) AND DRIVE 4.7 MILES ON CALIFORNIA AVENUE TO THE BEGINNING GU0104'OF A CURVE BEARING LEFT (SOUTH) AND BECOMING LYON AVENUE. GO 1.8 GU0104'MILES SOUTHERLY ALONG CURVE AND ALONG LYON AVENUE TO THE BEGINNING OF GU0104'A CURVE BEARING RIGHT (WEST) AND BECOMING NORTH AVENUE. GO 1.8 MILES GU0104'WESTERLY ALONG CURVE AND ALONG NORTH AVENUE TO THE BEGINNING OF A GU0104'CURVE BEARING LEFT (SOUTH) AND BECOMING NEWCOMB AVENUE. AT THE GU0104'BEGINNING OF CURVE BEARING LEFT, STAY RIGHT AND CONTINUE WEST ON GU0104'NORTH AVENUE 0.3 MILES TO NEWCOMB AVENUE INTERSECTION AND THE STATION GU0104'ON THE RIGHT (NORTH). THE STATION IS ON THE NORTHEAST CORNER OF NORTH GU0104'AVENUE AND NEWCOMB AVENUE. THE MONUMENTIS A 3.5 IN BRASS DISK SET GU0104'FLUSH IN THE CONCRETE BASE OF A WATER PUMP. THE MONUMENT IS NORTH GU0104'20.5 M FROM THE CENTERLINE OF NORTH AVENUE, EAST 14.4 M FROM THE GU0104'CENTERLINE OF NEWCOMB AVENUE AND IT IS NORTHEAST 3.2 M FROM A GU0104'STANDPIPE. IT IS A USCGS BENCH MARK STAMPED P1193 1968. THIS GU0104'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU0104'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1134 *********************************************************************** GU1134 DESIGNATION - P 234 GU1134 PID - GU1134 GU1134 STATE/COUNTY- CA/FRESNO GU1134 USGS QUAD - TRANQUILLITY (1984) GU1134 GU1134 *CURRENT SURVEY CONTROL GU1134 ___________________________________________________________________ GU1134* NAD 83(1986)- 36 44 44. (N) 120 21 55. (W) SCALED GU1134* NAVD 88 - 49.32 (+/-2cm) 161.8 (feet) VERTCON GU1134 ___________________________________________________________________ GU1134 GEOID HEIGHT- -33.32 (meters) GEOID03 GU1134 GU1134 VERT ORDER - FIRST CLASS II (See Below) GU1134 GU1134.The horizontal coordinates were scaled from a topographic map and have GU1134.an estimated accuracy of +/- 6 seconds. GU1134 GU1134.The NAVD 88 height was computed by applying the VERTCON shift value to GU1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1134.The vertical order pertains to the NGVD 29 superseded value. GU1134 GU1134.The geoid height was determined by GEOID03. GU1134 GU1134; North East Units Estimated Accuracy GU1134;SPC CA 4 - 657,570. 1,878,080. MT (+/- 180 meters Scaled) GU1134 GU1134 SUPERSEDED SURVEY CONTROL GU1134 GU1134 NGVD 29 (??/??/92) 48.581 (m) 159.39 (f) ADJ UNCH 1 2 GU1134 GU1134.Superseded values are not recommended for survey control. GU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1134.See file dsdata.txt to determine how the superseded data were derived. GU1134 GU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF352698(NAD 83) GU1134_MARKER: DB = BENCH MARK DISK GU1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU1134_STAMPING: P 234 1935 GU1134_MARK LOGO: CGS GU1134_PROJECTION: PROJECTING 10 CENTIMETERS GU1134_MAGNETIC: N = NO MAGNETIC MATERIAL GU1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1134+STABILITY: SURFACE MOTION GU1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1134+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU1134 GU1134 HISTORY - Date Condition Report By GU1134 HISTORY - 1935 MONUMENTED CGS GU1134 HISTORY - 1952 GOOD NGS GU1134 HISTORY - 1972 GOOD NGS GU1134 HISTORY - 20040824 GOOD CADT GU1134 GU1134 STATION DESCRIPTION GU1134 GU1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 GU1134'1.1 MI SE FROM MENDOTA. GU1134'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GU1134'FROM THE STATION AT MENDOTA, 0.35 MILE NORTHWEST OF MILEPOLE 176, GU1134'13 RAILS NORTHWEST OF SEMAPHORE SIGNAL 1755, 38.3 FEET NORTHEAST GU1134'OF THE NORTHEAST RAIL, 21.6 FEET SOUTHEAST OF A POWER LINE POLE, GU1134'9.7 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS GU1134'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP GU1134'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. GU1134'NOTE-- SEMAPHORE 1755 HAS BEEN REMOVED. GU1134 GU1134 STATION RECOVERY (1972) GU1134 GU1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1134'RECOVERED IN GOOD CONDITION. GU1134 GU1134 STATION RECOVERY (2004) GU1134 GU1134'RECOVERY NOTE BY CALTRANS 2004 (GC) GU1134'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU1134'THE STATION IS ABOUT 32 MILES WEST OF THE CITY OF FRESNO AND ABOUT 1 GU1134'MILE SOUTHEAST OF THE TOWN OF MENDOTA. FROM THE JUNCTION OF STATE GU1134'HIGHWAY 180 (OLLER STREET) AND STATE HIGHWAY 33 (DERRICK AVENUE) NEAR GU1134'THE NORTH END OF THE TOWN OF MENDOTA, GO SOUTHEAST 1.1 MILES ALONG HWY GU1134'180 (OLLER STREET) TO BELMONT AVENUE ON THE RIGHT (WEST), CONTINUE GU1134'ABOUT 200 FT TO BELMONT AVENUE LEFT (EASTERLY) TURN LEFT (EASTERLY) GU1134'AND GO 0.13 MILES PASSING THE RAILROAD TRACKS TO A DIRT ROAD ON THE GU1134'RIGHT (SOUTHEAST), TURN RIGHT AND GO 0.36 MILES SOUTHEAST ALONG THE GU1134'DIRT ROAD TO THE STATION ON THE RIGHT. THE MONUMENT IS A USCGS BENCH GU1134'MARK BRASS DISK STAMPED P 234 1935 SET FLUSH IN CONCRETE POST GU1134'PROJECTING 0.4 FT ABOVE GROUND, 12.0 M NORTHEAST OF RAILROAD TRACK GU1134'CENTERLINE, 6.2 M SOUTHEAST OF POWER POLE AND 3.0 M WEST OF A BARBED GU1134'WIRE FENCE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN GU1134'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0119 *********************************************************************** GU0119 DESIGNATION - P 661 GU0119 PID - GU0119 GU0119 STATE/COUNTY- CA/FRESNO GU0119 USGS QUAD - CHOUNET RANCH (1971) GU0119 GU0119 *CURRENT SURVEY CONTROL GU0119 ___________________________________________________________________ GU0119* NAD 83(1986)- 36 37 37. (N) 120 38 55. (W) SCALED GU0119* NAVD 88 - 164.42 (+/-2cm) 539.4 (feet) VERTCON GU0119 ___________________________________________________________________ GU0119 GEOID HEIGHT- -33.22 (meters) GEOID03 GU0119 GU0119 VERT ORDER - FIRST CLASS I (See Below) GU0119 GU0119.The horizontal coordinates were scaled from a topographic map and have GU0119.an estimated accuracy of +/- 6 seconds. GU0119 GU0119.The NAVD 88 height was computed by applying the VERTCON shift value to GU0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0119.The vertical order pertains to the NGVD 29 superseded value. GU0119 GU0119.The geoid height was determined by GEOID03. GU0119 GU0119; North East Units Estimated Accuracy GU0119;SPC CA 4 - 644,810. 1,852,560. MT (+/- 180 meters Scaled) GU0119 GU0119 SUPERSEDED SURVEY CONTROL GU0119 GU0119 NGVD 29 (??/??/92) 163.541 (m) 536.55 (f) ADJ UNCH 1 1 GU0119 GU0119.Superseded values are not recommended for survey control. GU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0119.See file dsdata.txt to determine how the superseded data were derived. GU0119 GU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF102560(NAD 83) GU0119_MARKER: DB = BENCH MARK DISK GU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0119_SP_SET: CONCRETE POST GU0119_STAMPING: P 661 1942 GU0119_MARK LOGO: CGS GU0119_PROJECTION: PROJECTING 10 CENTIMETERS GU0119_MAGNETIC: N = NO MAGNETIC MATERIAL GU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0119+STABILITY: SURFACE MOTION GU0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0119+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU0119 GU0119 HISTORY - Date Condition Report By GU0119 HISTORY - 1942 MONUMENTED CGS GU0119 HISTORY - 1952 GOOD NGS GU0119 HISTORY - 1975 GOOD NGS GU0119 HISTORY - 19881130 GOOD NGS GU0119 HISTORY - 20040824 GOOD CADT GU0119 GU0119 STATION DESCRIPTION GU0119 GU0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 GU0119'4.3 MI SW FROM PANOCHE SUBSTATION. GU0119'4.3 MILES SOUTHWEST ALONG PANOCHE AVENUE FROM THE PANOCHE GU0119'SUBSTATION OF PACIFIC GAS AND ELECTRIC COMPANY, ABOUT 100 YARDS GU0119'SOUTHWEST OF THE NORTHEAST END OF A LONG TANGENT, 140 YARDS GU0119'SOUTH OF THE TOP OF THE SOUTH BANK OF AN IRRIGATION CANAL, GU0119'89.5 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE, 1.5 FEET GU0119'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND GU0119'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GU0119'THE GROUND. GU0119 GU0119 STATION RECOVERY (1975) GU0119 GU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GU0119'RECOVERED IN GOOD CONDITION. GU0119 GU0119 STATION RECOVERY (1988) GU0119 GU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0119'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--140 GU0119'YARDS SOUTH OF THE TOP OF THE SOUTH BANK OF AN IRRIGATION CANAL. GU0119'ADD--0.1 KM (0.05 MI) NORTHEAST OF A FORK IN THE ROAD. GU0119 GU0119 STATION RECOVERY (2004) GU0119 GU0119'RECOVERY NOTE BY CALTRANS 2004 (CG) GU0119'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU0119'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0119'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6671 *********************************************************************** DH6671 HT_MOD - This is a Height Modernization Survey Station. DH6671 DESIGNATION - PEYTON DH6671 PID - DH6671 DH6671 STATE/COUNTY- CA/FRESNO DH6671 USGS QUAD - COIT RANCH (1984) DH6671 DH6671 *CURRENT SURVEY CONTROL DH6671 ___________________________________________________________________ DH6671* NAD 83(1998)- 36 42 25.85970(N) 120 27 34.68172(W) ADJUSTED DH6671* NAVD 88 - 71.41 (meters) 234.3 (feet) GPS OBS DH6671 ___________________________________________________________________ DH6671 EPOCH DATE - 2004.50 DH6671 X - -2,595,240.994 (meters) COMP DH6671 Y - -4,412,951.407 (meters) COMP DH6671 Z - 3,791,414.035 (meters) COMP DH6671 LAPLACE CORR- 1.03 (seconds) DEFLEC99 DH6671 ELLIP HEIGHT- 37.88 (meters) (06/30/05) GPS OBS DH6671 GEOID HEIGHT- -33.49 (meters) GEOID03 DH6671 DH6671 HORZ ORDER - B DH6671 ELLP ORDER - FOURTH CLASS I DH6671 DH6671.The horizontal coordinates were established by GPS observations DH6671.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6671.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6671.DATUM ITEM on the data sheet items page. DH6671.The horizontal coordinates are valid at the epoch date displayed above. DH6671.The epoch date for horizontal control is a decimal equivalence DH6671.of Year/Month/Day. DH6671 DH6671.The orthometric height was determined by GPS observations and a DH6671.high-resolution geoid model using precise GPS observation and DH6671.processing techniques. DH6671 DH6671.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6671 DH6671.The Laplace correction was computed from DEFLEC99 derived deflections. DH6671 DH6671.The ellipsoidal height was determined by GPS observations DH6671.and is referenced to NAD 83. DH6671 DH6671.The geoid height was determined by GEOID03. DH6671 DH6671; North East Units Scale Factor Converg. DH6671;SPC CA 4 - 653,435.598 1,869,591.660 MT 0.99994176 -0 52 14.9 DH6671;SPC CA 4 - 2,143,813.29 6,133,818.64 sFT 0.99994176 -0 52 14.9 DH6671;UTM 10 - 4,065,398.050 726,916.992 MT 1.00023441 +1 31 08.7 DH6671 DH6671! - Elev Factor x Scale Factor = Combined Factor DH6671!SPC CA 4 - 0.99999406 x 0.99994176 = 0.99993582 DH6671!UTM 10 - 0.99999406 x 1.00023441 = 1.00022846 DH6671 DH6671 SUPERSEDED SURVEY CONTROL DH6671 DH6671.No superseded survey control is available for this station. DH6671 DH6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2691765398(NAD 83) DH6671_MARKER: DD = SURVEY DISK DH6671_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6671_STAMPING: PEYTON 2003 DH6671_MARK LOGO: CADT DH6671_PROJECTION: FLUSH DH6671_MAGNETIC: N = NO MAGNETIC MATERIAL DH6671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6671+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6671_ROD/PIPE-DEPTH: 6.1 meters DH6671_SLEEVE-DEPTH : 1.2 meters DH6671 DH6671 HISTORY - Date Condition Report By DH6671 HISTORY - 20030219 MONUMENTED CADT DH6671 DH6671 STATION DESCRIPTION DH6671 DH6671'DESCRIBED BY CALTRANS 2003 (GC) DH6671'THE STATION IS ABOUT 5 MILES SOUTHWEST OF THE TOWN OF MENDOTA AND DH6671'ABOUT 19.5 MILES NORTH OF THE INTERSECTION OF INTERSTATE 5 WITH STATE DH6671'ROUTE 33. FROM THE INTERSECTION OF BELMONT STREET AND STATE HIGHWAY DH6671'33, (DERRICK BLVD) IN THE SOUTHERLY PART OF MENDOTA, GO SOUTH 2.0 DH6671'MILES ON STATE ROUTE 33 (DERRICK BLVD.) TO THE INTERSECTION OF DH6671'CALIFORNIA AVENUE (TO THE WEST) AND PANOCHE ROAD (TO THE EAST). TURN DH6671'RIGHT (WEST) AND DRIVE 4 MILES ON CALIFORNIA AVENUE TO THE DH6671'INTERSECTION OF CALIFORNIA AVENUE AND WASHOE AVENUE, TURN LEFT DH6671'(SOUTH) ON WASHOE AVENUE AND GO 0.9 MILES TO THE STATION ON THE LEFT DH6671'(EAST). THE MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK IN WELL, FLUSH, DH6671'STAMPED PEYTON 2003 SET ON AN ALUMINUM ROD DRIVEN 20 FT INTO THE DH6671'GROUND. THE STATION IS 6.0 METERS EAST OF THE CENTERLINE OF WASHOE DH6671'AVENUE, 202 METERS NORTH OF JENSEN AVENUE, 72.3 METERS NORTH OF A DH6671'CORRUGATED METAL STAND PIPE, 48.0 METERS NORTHEAST OF A POWERPOLE AND DH6671'13.8 METERS SOUTH EAST OF A POWERPOLE. THIS STATION WAS OBSERVED AS DH6671'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6671'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1055 *********************************************************************** GT1055 HT_MOD - This is a Height Modernization Survey Station. GT1055 DESIGNATION - Q 1228 GT1055 PID - GT1055 GT1055 STATE/COUNTY- CA/FRESNO GT1055 USGS QUAD - VANGUARD (1981) GT1055 GT1055 *CURRENT SURVEY CONTROL GT1055 ___________________________________________________________________ GT1055* NAD 83(1998)- 36 15 20.43728(N) 119 59 40.39404(W) ADJUSTED GT1055* NAVD 88 - 80.42 (meters) 263.8 (feet) GPS OBS GT1055 ___________________________________________________________________ GT1055 EPOCH DATE - 2004.50 GT1055 X - -2,574,230.914 (meters) COMP GT1055 Y - -4,459,677.642 (meters) COMP GT1055 Z - 3,751,134.014 (meters) COMP GT1055 LAPLACE CORR- 2.84 (seconds) DEFLEC99 GT1055 ELLIP HEIGHT- 46.65 (meters) (06/30/05) GPS OBS GT1055 GEOID HEIGHT- -33.72 (meters) GEOID03 GT1055 GT1055 HORZ ORDER - B GT1055 VERT ORDER - SECOND CLASS 0 (See Below) GT1055 ELLP ORDER - FOURTH CLASS I GT1055 GT1055.The horizontal coordinates were established by GPS observations GT1055.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1055.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1055.DATUM ITEM on the data sheet items page. GT1055.The horizontal coordinates are valid at the epoch date displayed above. GT1055.The epoch date for horizontal control is a decimal equivalence GT1055.of Year/Month/Day. GT1055 GT1055.The orthometric height was determined by GPS observations and a GT1055.high-resolution geoid model using precise GPS observation and GT1055.processing techniques. GT1055.The vertical order pertains to the NGVD 29 superseded value. GT1055 GT1055.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1055 GT1055.The Laplace correction was computed from DEFLEC99 derived deflections. GT1055 GT1055.The ellipsoidal height was determined by GPS observations GT1055.and is referenced to NAD 83. GT1055 GT1055.The geoid height was determined by GEOID03. GT1055 GT1055; North East Units Scale Factor Converg. GT1055;SPC CA 4 - 602,807.332 1,910,622.738 MT 0.99996151 -0 35 36.0 GT1055;SPC CA 4 - 1,977,710.39 6,268,434.77 sFT 0.99996151 -0 35 36.0 GT1055;UTM 11 - 4,016,467.674 230,944.726 MT 1.00049204 -1 46 19.2 GT1055;UTM 10 - 4,016,498.014 770,034.189 MT 1.00049854 +1 46 42.5 GT1055 GT1055! - Elev Factor x Scale Factor = Combined Factor GT1055!SPC CA 4 - 0.99999268 x 0.99996151 = 0.99995419 GT1055!UTM 11 - 0.99999268 x 1.00049204 = 1.00048471 GT1055!UTM 10 - 0.99999268 x 1.00049854 = 1.00049121 GT1055 GT1055 SUPERSEDED SURVEY CONTROL GT1055 GT1055 NAD 83(1992)- 36 15 20.43126(N) 119 59 40.38886(W) AD(1991.35) 1 GT1055 ELLIP H (01/22/97) 46.77 (m) GP(1991.35) 4 2 GT1055 NAD 83(1992)- 36 15 20.43229(N) 119 59 40.38436(W) AD(1991.35) 3 GT1055 NAD 83(1986)- 36 15 20.43132(N) 119 59 40.38387(W) AD(1984.00) 3 GT1055 NAD 27 - 36 15 20.60133(N) 119 59 36.88821(W) AD( ) 3 GT1055 NGVD 29 (??/??/92) 79.860 (m) 262.01 (f) ADJ UNCH 2 0 GT1055 GT1055.Superseded values are not recommended for survey control. GT1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1055.See file dsdata.txt to determine how the superseded data were derived. GT1055 GT1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3094516468(NAD 83) GT1055_MARKER: DB = BENCH MARK DISK GT1055_SETTING: 30 = SET IN A LIGHT STRUCTURE GT1055_SP_SET: WATER METER FOUNDATION GT1055_STAMPING: Q 1228 1972 GT1055_MARK LOGO: CGS GT1055_MAGNETIC: N = NO MAGNETIC MATERIAL GT1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1055+STABILITY: SURFACE MOTION GT1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1055+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT1055 GT1055 HISTORY - Date Condition Report By GT1055 HISTORY - 1972 MONUMENTED NGS GT1055 HISTORY - 1973 GOOD CADT GT1055 HISTORY - 1975 GOOD NGS GT1055 HISTORY - 19960325 GOOD CADT GT1055 HISTORY - 20001227 GOOD CADT GT1055 HISTORY - 20040325 GOOD COMPA GT1055 HISTORY - 20040901 GOOD CSRC GT1055 GT1055 STATION DESCRIPTION GT1055 GT1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GT1055'9.7 MI NE FROM HURON. GT1055'3.7 MILES NORTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GT1055'HURON, THENCE 6.0 MILES EAST ALONG STATE HIGHWAY 198, AT THE GT1055'NORTHEAST CORNER OF THE JUNCTION OF JAMESON AVENUE, IN THE TOP GT1055'OF THE SOUTH SIDE OF A CIRCULAR CONCRETE FOUNDATION OF A USBR GT1055'IRRIGATION METER AND VALVES, 86 1/2 FEET NORTH OF THE CENTER GT1055'LINE OF THE HIGHWAY, 49 1/2 FEET EAST OF THE CENTER LINE OF THE GT1055'AVENUE, 98.9 FEET NORTHEAST AND ACROSS THE AVENUE FROM BENCH GT1055'MARK P.T.S. 21S = 274 (USGS), AND ABOUT LEVEL WITH THE HIGHWAY. GT1055'SECTION 23, T 19 S, R 18 E. GT1055 GT1055 STATION RECOVERY (1973) GT1055 GT1055'RECOVERY NOTE BY CALTRANS 1973 (HF) GT1055'BENCH MARK Q 1228, STAMPED Q 1228 1972, IS A STANDARD USC AND GS GT1055'BENCH MARK DISK SET IN THE CONCRETE BASE OF A 14-INCH BROOKS WATER GT1055'METER. IT IS 86.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 198, GT1055'49 FEET EAST OF THE CENTER OF A DIRT LANE AND 4 FEET GT1055'NORTH-NORTHEAST OF A 12-INCH CONCRETE RISER. GT1055 GT1055 STATION RECOVERY (1975) GT1055 GT1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GT1055'RECOVERED IN GOOD CONDITION. GT1055 GT1055 STATION RECOVERY (1996) GT1055 GT1055'RECOVERY NOTE BY CALTRANS 1996 (RGD) GT1055'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GT1055'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 198 (DORRIS GT1055'AVENUE) , ABOUT 23 MI (37.0 KM) NORTHEAST OF COALINGA AND 12 MI (19.3 GT1055'KM) WEST-SOUTHWEST OF LEMOORE. TO REACH THE STATION FROM THE JUNCTION GT1055'OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 198, ABOUT 10 MI (16.1 KM) GT1055'NORTHEAST OF COALINGA, GO EAST ON HIGHWAY 198 (DORRIS AVENUE) FOR 7.8 GT1055'MI (12.6 KM) TO THE INTERSECTION WITH STATE HIGHWAY 269 (LASSEN GT1055'AVENUE) . CONTINUE EAST ON HIGHWAY 198 (DORRIS AVENUE) FOR 6.2 MI GT1055'(10.0 KM) TO THE INTERSECTION WITH JAMESON AVENUE AND THE STATION ON GT1055'THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION AT POST MILE GT1055'40.7. THE STATION IS SET FLUSH ON THE SOUTH SIDE OF A 3.0 FT (0.9 M) GT1055'DIAMETER CONCRETE FOUNDATION OF AN IRRIGATION WATER METER THAT GT1055'PROJECTS 0.4 FT (0.1 M) ABOVE THE GROUND, 95.5 FT (29.1 M) NORTHEAST GT1055'OF AND ACROSS JAMESON AVENUE FROM A POWER POLE, 87.0 FT (26.5 M) NORTH GT1055'OF THE CENTERLINE OF HIGHWAY 198, 52 FT (15.8 M) EAST OF THE GT1055'CENTERLINE OF JAMESON AVENUE, 2.5 FT (0.8 M) SOUTHEAST OF A FIBERGLASS GT1055'WITNESS POST, 2.3 FT (0.7 M) WEST OF A SECOND FIBERGLASS WITNESS POST GT1055'AND ABOUT 1 FT (0.3 M) LOWER THAN HIGHWAY 198. THE STATION WAS GT1055'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. GT1055 GT1055 STATION RECOVERY (2000) GT1055 GT1055'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GT1055'RECOVERED IN GOOD CONDITION. GT1055 GT1055 STATION RECOVERY (2004) GT1055 GT1055'RECOVERY NOTE BY COMPASSCOM INC 2004 (JC) GT1055'RECOVERED IN GOOD CONDITION. GT1055 GT1055 STATION RECOVERY (2004) GT1055 GT1055'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT1055'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL RECOVERY GT1055'NOTES FOLLOWING. POWER POLE IS GONE AND JAMESON AVE. IS NOT MARKED. GT1055'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GT1055'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4143 *********************************************************************** GU4143 DESIGNATION - Q 998 RESET GU4143 PID - GU4143 GU4143 STATE/COUNTY- CA/FRESNO GU4143 USGS QUAD - CHANEY RANCH (1971) GU4143 GU4143 *CURRENT SURVEY CONTROL GU4143 ___________________________________________________________________ GU4143* NAD 83(1986)- 36 40 26. (N) 120 32 00. (W) SCALED GU4143* NAVD 88 - 97.177 (meters) 318.82 (feet) ADJUSTED GU4143 ___________________________________________________________________ GU4143 GEOID HEIGHT- -33.50 (meters) GEOID03 GU4143 DYNAMIC HT - 97.095 (meters) 318.55 (feet) COMP GU4143 MODELED GRAV- 979,785.8 (mgal) NAVD 88 GU4143 GU4143 VERT ORDER - FIRST CLASS II GU4143 GU4143.The horizontal coordinates were scaled from a topographic map and have GU4143.an estimated accuracy of +/- 6 seconds. GU4143 GU4143.The orthometric height was determined by differential leveling GU4143.and adjusted by the National Geodetic Survey in June 1991. GU4143 GU4143.The geoid height was determined by GEOID03. GU4143 GU4143.The dynamic height is computed by dividing the NAVD 88 GU4143.geopotential number by the normal gravity value computed on the GU4143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU4143.degrees latitude (g = 980.6199 gals.). GU4143 GU4143.The modeled gravity was interpolated from observed gravity values. GU4143 GU4143; North East Units Estimated Accuracy GU4143;SPC CA 4 - 649,840. 1,862,950. MT (+/- 180 meters Scaled) GU4143 GU4143 SUPERSEDED SURVEY CONTROL GU4143 GU4143.No superseded survey control is available for this station. GU4143 GU4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF204615(NAD 83) GU4143_MARKER: DV = VERTICAL CONTROL DISK GU4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU4143_SP_SET: CONCRETE POST GU4143_STAMPING: Q 998 RESET 1977 GU4143_MARK LOGO: NGS GU4143_PROJECTION: FLUSH GU4143_MAGNETIC: N = NO MAGNETIC MATERIAL GU4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU4143+STABILITY: SURFACE MOTION GU4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU4143+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU4143 GU4143 HISTORY - Date Condition Report By GU4143 HISTORY - 1977 MONUMENTED NGS GU4143 HISTORY - 19881207 GOOD NGS GU4143 HISTORY - 20040824 GOOD CADT GU4143 GU4143 STATION DESCRIPTION GU4143 GU4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 GU4143'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 5.1 KM GU4143'(3.15 MI) NORTHEAST ALONG PANOCHE AVENUE FROM THE PANOCHE SUBSTATION, GU4143'0.3 KM (0.20 MI) NORTHEAST OF THE CALIFORNIA AQUEDUCT, 54.3 M GU4143'(178.1 FT) EAST OF BENCH MARK Y 1258, 21.3 M (69.9 FT) SOUTHEAST OF GU4143'THE CENTERLINE OF THE AVENUE, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY GU4143'POLE, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND IN A 12-INCH GU4143'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. GU4143 GU4143 STATION RECOVERY (2004) GU4143 GU4143'RECOVERY NOTE BY CALTRANS 2004 (GC) GU4143'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GU4143'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4143'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0832 *********************************************************************** GU0832 DESIGNATION - R 1040 GU0832 PID - GU0832 GU0832 STATE/COUNTY- CA/FRESNO GU0832 USGS QUAD - COIT RANCH (1984) GU0832 GU0832 *CURRENT SURVEY CONTROL GU0832 ___________________________________________________________________ GU0832* NAD 83(1986)- 36 43 12. (N) 120 24 18. (W) SCALED GU0832* NAVD 88 - 57.49 (+/-2cm) 188.6 (feet) VERTCON GU0832 ___________________________________________________________________ GU0832 GEOID HEIGHT- -33.42 (meters) GEOID03 GU0832 GU0832 VERT ORDER - SECOND CLASS 0 (See Below) GU0832 GU0832.The horizontal coordinates were scaled from a topographic map and have GU0832.an estimated accuracy of +/- 6 seconds. GU0832 GU0832.The NAVD 88 height was computed by applying the VERTCON shift value to GU0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0832.The vertical order pertains to the NGVD 29 superseded value. GU0832 GU0832.The geoid height was determined by GEOID03. GU0832 GU0832; North East Units Estimated Accuracy GU0832;SPC CA 4 - 654,790. 1,874,490. MT (+/- 180 meters Scaled) GU0832 GU0832 SUPERSEDED SURVEY CONTROL GU0832 GU0832 NGVD 29 (??/??/92) 56.748 (m) 186.18 (f) ADJ UNCH 2 0 GU0832 GU0832.Superseded values are not recommended for survey control. GU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0832.See file dsdata.txt to determine how the superseded data were derived. GU0832 GU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF317669(NAD 83) GU0832_MARKER: DB = BENCH MARK DISK GU0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT GU0832_STAMPING: R 1040 1959 GU0832_MARK LOGO: NGS GU0832_PROJECTION: RECESSED 38 CENTIMETERS GU0832_MAGNETIC: N = NO MAGNETIC MATERIAL GU0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0832+STABILITY: SURFACE MOTION GU0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU0832+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU0832 GU0832 HISTORY - Date Condition Report By GU0832 HISTORY - 1959 MONUMENTED CGS GU0832 HISTORY - 1972 GOOD NGS GU0832 HISTORY - 20040824 GOOD CADT GU0832 GU0832 STATION DESCRIPTION GU0832 GU0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GU0832'3.8 MI SW FROM MENDOTA. GU0832'0.65 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN GU0832'PACIFIC RAILROAD STATION AT MENDOTA, THENCE 2.1 MILES SOUTH GU0832'ALONG STATE HIGHWAY 33, THENCE 1.0 MILE WEST ALONG CALIFORNIA GU0832'AVENUE, 42 FEET NORTHEAST OF THE CENTER OF INTERSECTION OF OHIO GU0832'AVENUE, 30 1/2 FEET NORTH OF THE CENTER LINE OF CALIFORNIA GU0832'AVENUE, 28 FEET EAST OF THE CENTER LINE OF OHIO AVENUE, 2 FEET GU0832'NORTH OF POWER POLE 5871 1/1, 0.9 FOOT WEST OF A FENCE, 1.6 FEET GU0832'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN GU0832'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. GU0832 GU0832 STATION RECOVERY (1972) GU0832 GU0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU0832'RECOVERED IN GOOD CONDITION. GU0832 GU0832 STATION RECOVERY (2004) GU0832 GU0832'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0832'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. BRASS DISK IS GU0832'IN CONCRETE POST DOWN 1.3 FEET. 3.2 METERS SOUTHWEST OF STAND PIPE, GU0832'0.8 METERS NORTH OF A POWER POLE. THIS STATION WAS OBSERVED AS PART GU0832'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0832'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1288 *********************************************************************** GT1288 HT_MOD - This is a Height Modernization Survey Station. GT1288 DESIGNATION - R 366 GT1288 PID - GT1288 GT1288 STATE/COUNTY- CA/FRESNO GT1288 USGS QUAD - SELMA (1981) GT1288 GT1288 *CURRENT SURVEY CONTROL GT1288 ___________________________________________________________________ GT1288* NAD 83(1998)- 36 33 27.72535(N) 119 36 06.88345(W) ADJUSTED GT1288* NAVD 88 - 92.83 (meters) 304.6 (feet) GPS OBS GT1288 ___________________________________________________________________ GT1288 EPOCH DATE - 2004.50 GT1288 X - -2,533,788.906 (meters) COMP GT1288 Y - -4,459,928.540 (meters) COMP GT1288 Z - 3,778,116.124 (meters) COMP GT1288 LAPLACE CORR- 7.05 (seconds) DEFLEC99 GT1288 ELLIP HEIGHT- 61.02 (meters) (06/30/05) GPS OBS GT1288 GEOID HEIGHT- -31.77 (meters) GEOID03 GT1288 GT1288 HORZ ORDER - B GT1288 VERT ORDER - FIRST CLASS II (See Below) GT1288 ELLP ORDER - FOURTH CLASS I GT1288 GT1288.The horizontal coordinates were established by GPS observations GT1288.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1288.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1288.DATUM ITEM on the data sheet items page. GT1288.The horizontal coordinates are valid at the epoch date displayed above. GT1288.The epoch date for horizontal control is a decimal equivalence GT1288.of Year/Month/Day. GT1288 GT1288.The orthometric height was determined by GPS observations and a GT1288.high-resolution geoid model using precise GPS observation and GT1288.processing techniques. GT1288.The vertical order pertains to the NGVD 29 superseded value. GT1288 GT1288.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1288 GT1288.The Laplace correction was computed from DEFLEC99 derived deflections. GT1288 GT1288.The ellipsoidal height was determined by GPS observations GT1288.and is referenced to NAD 83. GT1288 GT1288.The geoid height was determined by GEOID03. GT1288 GT1288; North East Units Scale Factor Converg. GT1288;SPC CA 4 - 636,026.309 1,946,117.581 MT 0.99994147 -0 21 32.7 GT1288;SPC CA 4 - 2,086,696.32 6,384,887.43 sFT 0.99994147 -0 21 32.7 GT1288;UTM 11 - 4,048,959.203 267,134.633 MT 1.00026813 -1 33 01.7 GT1288 GT1288! - Elev Factor x Scale Factor = Combined Factor GT1288!SPC CA 4 - 0.99999042 x 0.99994147 = 0.99993189 GT1288!UTM 11 - 0.99999042 x 1.00026813 = 1.00025855 GT1288 GT1288 SUPERSEDED SURVEY CONTROL GT1288 GT1288 NGVD 29 (??/??/92) 92.119 (m) 302.23 (f) ADJ UNCH 1 2 GT1288 GT1288.Superseded values are not recommended for survey control. GT1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1288.See file dsdata.txt to determine how the superseded data were derived. GT1288 GT1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6713548959(NAD 83) GT1288_MARKER: DB = BENCH MARK DISK GT1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT1288_STAMPING: R 366 1953 GT1288_MAGNETIC: N = NO MAGNETIC MATERIAL GT1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1288+STABILITY: SURFACE MOTION GT1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1288+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT1288 GT1288 HISTORY - Date Condition Report By GT1288 HISTORY - 1953 MONUMENTED CGS GT1288 HISTORY - 20040901 GOOD CSRC GT1288 GT1288 STATION DESCRIPTION GT1288 GT1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 GT1288'0.8 MI SE FROM SELMA. GT1288'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT1288'FROM THE STATION AT SELMA, DIRECTLY ACROSS THE TRACKS FROM THE GT1288'RAVEN TRAILER COMPANY BUILDING, 31 RAILS SOUTHEAST OF THE GT1288'SOUTHEAST END OF FEWEL BROTHERS PACKING COMPANY BUILDING, 2 RAILS GT1288'NORTHWEST OF A PRIVATE ROAD CROSSING, IN LINE WITH A ROW OF GT1288'TELEGRAPH POLES, 33.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 14.7 GT1288'FEET SOUTHWEST OF A FENCE, 4.9 FEET NORTHWEST OF A SPIKE DRIVEN GT1288'IN A TELEGRAPH POLE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT GT1288'1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE GT1288'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GT1288 GT1288 STATION RECOVERY (2004) GT1288 GT1288'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT1288'STATION IS 0.8 MI SE OF SELMA, WHICH IS ABOUT 15 MI SOUTHEAST OF GT1288'DOWNTOWN FRESNO. FROM HWY 99 AND MT VIEW AVE., ABOUT A MILE SOUTHEAST GT1288'OF SELMA, DRIVE EAST ON MT VIEW AVE. FOR 0.3 KM (0.2 MILES) TO THE GT1288'INTERSECTION WITH GOLDEN STATE BLVD. (A DIVIDED HIGHWAY). TURN LEFT GT1288'(NORTHWESTERLY) ON GOLDEN STATE BLVD. AND DRIVE 1.9 KM (1.2 MILES) TO GT1288'THE INTERSECTION WITH PARK AVE. TURN RIGHT (NORTHEAST) ON PARK AVE. GT1288'AND GO ACROSS THE RAILROAD TRACKS TO AN INTERSECTION WITH A FRONTAGE GT1288'ROAD. CONTINUE ACROSS THE FRONTAGE ROAD WHERE THE ROAD BEARS EAST GT1288'AND BECOMES NEBRASKA AVE. DRIVE EAST ON NEBRASKA AVE. 0.3 KM (0.2 GT1288'MILES) TO DOCKERY AVE. TURN RIGHT ON DOCKERY AND GO SOUTH 0.3 KM (0.2 GT1288'MILES) TO THE END OF A CUL-DE-SAC. STATION IS AT THE SOUTH END OF THE GT1288'CUL-DE-SAC, UNDER A ROW OF POWER POLES THAT ARE NORTHEAST OF AND GT1288'PARALLEL TO THE RAILROAD TRACKS. STATION IS 10.1 M (33.2 FT) GT1288'NORTHEAST OF THE NORTHEAST RAIL, 6.9 M (22.7 FT) FROM THE FACE OF THE GT1288'CUL-DE-SAC CURB, 11.6 M (38 FT) SOUTHEAST OF A CHAIN LINK FENCE GT1288'CORNER, 1.5 M (4.9 FT) NORTH WEST OF A SPIKE DRIVEN IN THE SIDE OF A GT1288'POWER POLE, AND 0.6 M (2 FT) SOUTHEAST OF A WITNESS POST ABOUT 0.3 M GT1288'(1 FT) LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST GT1288'ABOUT 0.1 M (0.2 FT) ABOVE THE GROUND. THIS STATION WAS OBSERVED AS GT1288'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1288'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0819 *********************************************************************** GU0819 DESIGNATION - S 1041 GU0819 PID - GU0819 GU0819 STATE/COUNTY- CA/FRESNO GU0819 USGS QUAD - COIT RANCH (1984) GU0819 GU0819 *CURRENT SURVEY CONTROL GU0819 ___________________________________________________________________ GU0819* NAD 83(1986)- 36 41 27. (N) 120 28 40. (W) SCALED GU0819* NAVD 88 - 78.28 (+/-2cm) 256.8 (feet) VERTCON GU0819 ___________________________________________________________________ GU0819 GEOID HEIGHT- -33.51 (meters) GEOID03 GU0819 GU0819 VERT ORDER - FIRST CLASS II (See Below) GU0819 GU0819.The horizontal coordinates were scaled from a topographic map and have GU0819.an estimated accuracy of +/- 6 seconds. GU0819 GU0819.The NAVD 88 height was computed by applying the VERTCON shift value to GU0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0819.The vertical order pertains to the NGVD 29 superseded value. GU0819 GU0819.The geoid height was determined by GEOID03. GU0819 GU0819; North East Units Estimated Accuracy GU0819;SPC CA 4 - 651,650. 1,867,940. MT (+/- 180 meters Scaled) GU0819 GU0819 SUPERSEDED SURVEY CONTROL GU0819 GU0819 NGVD 29 (??/??/92) 77.520 (m) 254.33 (f) ADJ UNCH 1 2 GU0819 GU0819.Superseded values are not recommended for survey control. GU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0819.See file dsdata.txt to determine how the superseded data were derived. GU0819 GU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF253635(NAD 83) GU0819_MARKER: DB = BENCH MARK DISK GU0819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GU0819_SP_SET: 40 FEET GU0819_STAMPING: S 1041 1959 GU0819_MARK LOGO: CGS GU0819_MAGNETIC: N = NO MAGNETIC MATERIAL GU0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU0819+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004 GU0819 GU0819 HISTORY - Date Condition Report By GU0819 HISTORY - 1959 MONUMENTED CGS GU0819 HISTORY - 1973 GOOD NGS GU0819 HISTORY - 20040824 GOOD CADT GU0819 GU0819 STATION DESCRIPTION GU0819 GU0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GU0819'6.9 MI NE FROM PANOCHE SUBSTATION. GU0819'4.3 MILES NORTHEAST ALONG PANOCHE AVENUE FROM THE PACIFIC GAS GU0819'AND ELECTRIC COMPANY PANOCHE SUBSTATION, THENCE 0.6 MILE NORTH GU0819'ALONG NEWCOMB AVENUE, THENCE 2.0 MILES EAST ALONG NORTH AVENUE, GU0819'330 FEET NORTH OF THE CENTER OF THE INTERSECTION OF LYON AVENUE, GU0819'24 FEET EAST OF THE CENTER LINE OF LYON AVENUE, 269.7 FEET GU0819'NORTH OF BENCH MARK GWM 77 (USGS), 46.1 FEET WEST OF A FENCE GU0819'AROUND THE COIT RANCH INC. CATTLE DEPARTMENT, 1 FOOT EAST OF GU0819'A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL GU0819'WITH THE AVENUE, A DISK ON TOP OF A 5/8-INCH COPPER COATED ROD GU0819'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 40 FEET. THE UPPER GU0819'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING GU0819'0.2 FOOT ABOVE THE GROUND. GU0819 GU0819 STATION RECOVERY (1973) GU0819 GU0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 GU0819'RECOVERED IN GOOD CONDITION. GU0819 GU0819 STATION RECOVERY (2004) GU0819 GU0819'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0819'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU0819'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE TOWN OF MENDOTA AND GU0819'ABOUT 9 MILES NORTHEAST OF THE INTERSTATE 5 INTERSECTION WITH WEST GU0819'PANOCHE ROAD. FROM THE INTERSECTION OF BELMONT STREET AND STATE ROUTE GU0819'33 (N. DERRICK BLVD) IN THE SOUTHERN PART OF MENDOTA, GO SOUTH 2.0 GU0819'MILES ON STATE ROUTE 33 (N. DERRICK BLVD) TO THE INTERSECTION OF GU0819'CALIFORNIA AVENUE (TO THE WEST) AND PANOCHE ROAD (TO THE EAST). TURN GU0819'RIGHT (WEST) AND DRIVE 4.7 MILES ON CALIFORNIA AVENUE TO THE BEGINNING GU0819'OF A CURVE BEARING LEFT (SOUTH) AND BECOMING LYON AVENUE, CONTINUE GU0819'1.8 MILES SOUTHERLY ALONG CURVE AND LYON AVENUE TO THE BEGINNING OF A GU0819'CURVE BEARING RIGHT (WEST) AND BECOMING NORTH AVENUE. AT THE GU0819'BEGINNING OF CURVE BEARING WEST, STAY LEFT AND CONTINUE SOUTH ON LYON GU0819'AVENUE 0.2 MILES TO THE STATION ON THE LEFT (EAST). THE STATION IS ON GU0819'THE EASTSIDE OF A CHAIN LINK FENCE AND AT THE BASE OF A POWER POLE. GU0819'THE MONUMENT IS A 3.5 IN BRASS DISK SET 0.2 FT DOWN IN A 1 FT DIAMETER GU0819'CONCRETE WELL FLUSH WITH THE GROUND. THE MONUMENT IS 13.95 M WEST OF GU0819'A METAL PIPE FENCE, NORTHWEST 5.3 M FROM A POWER POLE AND 0.2 M EAST GU0819'OF A POWER POLE. IT IS A USCGS BENCH MARK STAMPED S1041 1959. THIS GU0819'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT GU0819'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6679 *********************************************************************** DH6679 HT_MOD - This is a Height Modernization Survey Station. DH6679 DESIGNATION - SHAWN DH6679 PID - DH6679 DH6679 STATE/COUNTY- CA/FRESNO DH6679 USGS QUAD - FIREBAUGH (1984) DH6679 DH6679 *CURRENT SURVEY CONTROL DH6679 ___________________________________________________________________ DH6679* NAD 83(1998)- 36 49 03.21680(N) 120 26 00.16365(W) ADJUSTED DH6679* NAVD 88 - 47.28 (meters) 155.1 (feet) GPS OBS DH6679 ___________________________________________________________________ DH6679 EPOCH DATE - 2004.50 DH6679 X - -2,589,495.436 (meters) COMP DH6679 Y - -4,407,802.753 (meters) COMP DH6679 Z - 3,801,212.629 (meters) COMP DH6679 LAPLACE CORR- 2.48 (seconds) DEFLEC99 DH6679 ELLIP HEIGHT- 13.94 (meters) (06/30/05) GPS OBS DH6679 GEOID HEIGHT- -33.30 (meters) GEOID03 DH6679 DH6679 HORZ ORDER - B DH6679 ELLP ORDER - FOURTH CLASS I DH6679 DH6679.The horizontal coordinates were established by GPS observations DH6679.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6679.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6679.DATUM ITEM on the data sheet items page. DH6679.The horizontal coordinates are valid at the epoch date displayed above. DH6679.The epoch date for horizontal control is a decimal equivalence DH6679.of Year/Month/Day. DH6679 DH6679.The orthometric height was determined by GPS observations and a DH6679.high-resolution geoid model using precise GPS observation and DH6679.processing techniques. DH6679 DH6679.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6679 DH6679.The Laplace correction was computed from DEFLEC99 derived deflections. DH6679 DH6679.The ellipsoidal height was determined by GPS observations DH6679.and is referenced to NAD 83. DH6679 DH6679.The geoid height was determined by GEOID03. DH6679 DH6679; North East Units Scale Factor Converg. DH6679;SPC CA 4 - 665,647.100 1,872,119.988 MT 0.99994634 -0 51 18.5 DH6679;SPC CA 4 - 2,183,877.19 6,142,113.66 sFT 0.99994634 -0 51 18.5 DH6679;UTM 10 - 4,077,708.077 728,934.077 MT 1.00024573 +1 32 19.6 DH6679 DH6679! - Elev Factor x Scale Factor = Combined Factor DH6679!SPC CA 4 - 0.99999781 x 0.99994634 = 0.99994415 DH6679!UTM 10 - 0.99999781 x 1.00024573 = 1.00024354 DH6679 DH6679 SUPERSEDED SURVEY CONTROL DH6679 DH6679.No superseded survey control is available for this station. DH6679 DH6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2893477708(NAD 83) DH6679_MARKER: DD = SURVEY DISK DH6679_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6679_STAMPING: SHAWN 2003 DH6679_MARK LOGO: CADT DH6679_PROJECTION: FLUSH DH6679_MAGNETIC: N = NO MAGNETIC MATERIAL DH6679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6679+STABILITY: POSITION/ELEVATION WELL DH6679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6679+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003 DH6679_ROD/PIPE-DEPTH: 6.1 meters DH6679_SLEEVE-DEPTH : 1.2 meters DH6679 DH6679 HISTORY - Date Condition Report By DH6679 HISTORY - 20030513 MONUMENTED CADT DH6679 DH6679 STATION DESCRIPTION DH6679 DH6679'DESCRIBED BY CALTRANS 2003 (GC) DH6679'THE STATION IS ABOUT 37 MILES NORTHWEST OF THE CITY OF FRESNO AND DH6679'ABOUT 6 MILES NORTHWEST OF THE TOWN OF MENDOTA. FROM THE INTERSECTION DH6679'OF STATE HIGHWAY 180 (OLLER STREET) AND STATE HIGHWAY 33 (DERRICK DH6679'AVENUE) AT THE NORTH END OF THE TOWN OF MENDOTA, GO NORTHWEST 5.0 DH6679'MILES ON HWY 33 TO THE STATION ON THE LEFT (SOUTHWEST). THE MONUMENT DH6679'IS A 3 INCH CADT ALUMINUM DISK IN WELL, FLUSH, STAMPED SHAWN 2003 AND DH6679'SET ON AN ALUMINUM ROD DRIVEN 20 FT INTO THE GROUND, 500 M SOUTHEAST DH6679'OF THE BULLARD AVENUE AND HWY 33 INTERSECTION, 22.0 M SOUTHEAST OF AN DH6679'ABANDONED POWER POLE, 9.3 M NORTHEAST OF THE NORTHEAST RAIL OF THE DH6679'RAILROAD TRACKS AND 2.0 M SOUTHWEST OF AN ABANDONED POWER POLE LINE. DH6679'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6679'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1744 *********************************************************************** GU1744 HT_MOD - This is a Height Modernization Survey Station. GU1744 DESIGNATION - T 1195 GU1744 PID - GU1744 GU1744 STATE/COUNTY- CA/FRESNO GU1744 USGS QUAD - DOMENGINE RANCH (1979) GU1744 GU1744 *CURRENT SURVEY CONTROL GU1744 ___________________________________________________________________ GU1744* NAD 83(1998)- 36 22 13.11110(N) 120 20 10.22388(W) ADJUSTED GU1744* NAVD 88 - 168.86 (meters) 554.0 (feet) GPS OBS GU1744 ___________________________________________________________________ GU1744 EPOCH DATE - 2004.50 GU1744 X - -2,597,006.762 (meters) COMP GU1744 Y - -4,437,810.155 (meters) COMP GU1744 Z - 3,761,436.460 (meters) COMP GU1744 LAPLACE CORR- -5.59 (seconds) DEFLEC99 GU1744 ELLIP HEIGHT- 135.37 (meters) (06/30/05) GPS OBS GU1744 GEOID HEIGHT- -33.45 (meters) GEOID03 GU1744 GU1744 HORZ ORDER - B GU1744 VERT ORDER - SECOND CLASS 0 (See Below) GU1744 ELLP ORDER - FOURTH CLASS I GU1744 GU1744.The horizontal coordinates were established by GPS observations GU1744.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1744.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1744.DATUM ITEM on the data sheet items page. GU1744.The horizontal coordinates are valid at the epoch date displayed above. GU1744.The epoch date for horizontal control is a decimal equivalence GU1744.of Year/Month/Day. GU1744 GU1744.The orthometric height was determined by GPS observations and a GU1744.high-resolution geoid model using precise GPS observation and GU1744.processing techniques. GU1744.The vertical order pertains to the NGVD 29 superseded value. GU1744 GU1744.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1744 GU1744.The Laplace correction was computed from DEFLEC99 derived deflections. GU1744 GU1744.The ellipsoidal height was determined by GPS observations GU1744.and is referenced to NAD 83. GU1744 GU1744.The geoid height was determined by GEOID03. GU1744 GU1744; North East Units Scale Factor Converg. GU1744;SPC CA 4 - 615,898.135 1,880,101.221 MT 0.99995065 -0 47 49.7 GU1744;SPC CA 4 - 2,020,659.13 6,168,298.76 sFT 0.99995065 -0 47 49.7 GU1744;UTM 10 - 4,028,318.137 738,982.697 MT 1.00030373 +1 34 49.4 GU1744 GU1744! - Elev Factor x Scale Factor = Combined Factor GU1744!SPC CA 4 - 0.99997876 x 0.99995065 = 0.99992941 GU1744!UTM 10 - 0.99997876 x 1.00030373 = 1.00028248 GU1744 GU1744 SUPERSEDED SURVEY CONTROL GU1744 GU1744 NGVD 29 (??/??/92) 168.744 (m) 553.62 (f) ADJ UNCH 2 0 GU1744 GU1744.Superseded values are not recommended for survey control. GU1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1744.See file dsdata.txt to determine how the superseded data were derived. GU1744 GU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3898328318(NAD 83) GU1744_MARKER: DB = BENCH MARK DISK GU1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU1744_SP_SET: BRIDGE CURB GU1744_STAMPING: T 1195 1969 GU1744_MAGNETIC: N = NO MAGNETIC MATERIAL GU1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1744+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1744 GU1744 HISTORY - Date Condition Report By GU1744 HISTORY - 1969 MONUMENTED CGS GU1744 HISTORY - 1972 GOOD NGS GU1744 HISTORY - 20040901 GOOD CSRC GU1744 GU1744 STATION DESCRIPTION GU1744 GU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU1744'28.1 MI SE FROM MENDOTA. GU1744'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN GU1744'PACIFIC COMPANY RAILROAD STATION AT MENDOTA, THENCE 27.4 MILES GU1744'SOUTH ALONG STATE HIGHWAY 33, IN R15E T18S, SECTION 15, IN THE GU1744'TOP AND 1.3 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE GU1744'CURB OF A BRIDGE OVER INTERSTATE HIGHWAY 5, 16 FEET SOUTH OF GU1744'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN GU1744'THE HIGHWAY. GU1744 GU1744 STATION RECOVERY (1972) GU1744 GU1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1744'RECOVERED IN GOOD CONDITION. GU1744 GU1744 STATION RECOVERY (2004) GU1744 GU1744'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1744'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL RECOVERY GU1744'NOTES FOLLOWING. TO REACH FROM INTERSECTION OF I-5 AND THE ROAD WHICH GU1744'IS SIMULTANEOUSLY HWY 33 NORTH AND DERRICK RD., GO SOUTH ON DERRICK GU1744'RD. 2.6 KM (1.6 MILES) TO WHERE THE ROAD BEARS SOUTHEAST AND BECOMES GU1744'COALINGA-MENDOTA RD. CONTINUE SOUTHEAST AND EAST ON COALINGA-MENDOTA GU1744'RD. 7.4 KM (4.6 MILES) TO THE OVERPASS AT I-5 AND STATION ON THE GU1744'RIGHT. THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE GU1744'OVERPASS. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY GU1744'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1312 *********************************************************************** GT1312 HT_MOD - This is a Height Modernization Survey Station. GT1312 DESIGNATION - T 366 GT1312 PID - GT1312 GT1312 STATE/COUNTY- CA/FRESNO GT1312 USGS QUAD - CONEJO (1978) GT1312 GT1312 *CURRENT SURVEY CONTROL GT1312 ___________________________________________________________________ GT1312* NAD 83(1998)- 36 35 34.39522(N) 119 38 25.98659(W) ADJUSTED GT1312* NAVD 88 - 95.27 (meters) 312.6 (feet) GPS OBS GT1312 ___________________________________________________________________ GT1312 EPOCH DATE - 2004.50 GT1312 X - -2,535,646.325 (meters) COMP GT1312 Y - -4,456,198.183 (meters) COMP GT1312 Z - 3,781,253.236 (meters) COMP GT1312 LAPLACE CORR- 7.16 (seconds) DEFLEC99 GT1312 ELLIP HEIGHT- 63.38 (meters) (06/30/05) GPS OBS GT1312 GEOID HEIGHT- -31.84 (meters) GEOID03 GT1312 GT1312 HORZ ORDER - B GT1312 VERT ORDER - FIRST CLASS II (See Below) GT1312 ELLP ORDER - FOURTH CLASS I GT1312 GT1312.The horizontal coordinates were established by GPS observations GT1312.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1312.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1312.DATUM ITEM on the data sheet items page. GT1312.The horizontal coordinates are valid at the epoch date displayed above. GT1312.The epoch date for horizontal control is a decimal equivalence GT1312.of Year/Month/Day. GT1312 GT1312.The orthometric height was determined by GPS observations and a GT1312.high-resolution geoid model using precise GPS observation and GT1312.processing techniques. GT1312.The vertical order pertains to the NGVD 29 superseded value. GT1312 GT1312.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1312 GT1312.The Laplace correction was computed from DEFLEC99 derived deflections. GT1312 GT1312.The ellipsoidal height was determined by GPS observations GT1312.and is referenced to NAD 83. GT1312 GT1312.The geoid height was determined by GEOID03. GT1312 GT1312; North East Units Scale Factor Converg. GT1312;SPC CA 4 - 639,952.955 1,942,684.688 MT 0.99994093 -0 22 55.7 GT1312;SPC CA 4 - 2,099,578.99 6,373,624.68 sFT 0.99994093 -0 22 55.7 GT1312;UTM 11 - 4,052,957.761 263,783.043 MT 1.00028750 -1 34 29.4 GT1312 GT1312! - Elev Factor x Scale Factor = Combined Factor GT1312!SPC CA 4 - 0.99999005 x 0.99994093 = 0.99993098 GT1312!UTM 11 - 0.99999005 x 1.00028750 = 1.00027755 GT1312 GT1312 SUPERSEDED SURVEY CONTROL GT1312 GT1312 NGVD 29 (??/??/92) 94.529 (m) 310.13 (f) ADJ UNCH 1 2 GT1312 GT1312.Superseded values are not recommended for survey control. GT1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1312.See file dsdata.txt to determine how the superseded data were derived. GT1312 GT1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6378352958(NAD 83) GT1312_MARKER: DB = BENCH MARK DISK GT1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT1312_SP_SET: BRIDGE ABUTMENT GT1312_STAMPING: T 366 1953 GT1312_MAGNETIC: N = NO MAGNETIC MATERIAL GT1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1312+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT1312 GT1312 HISTORY - Date Condition Report By GT1312 HISTORY - 1953 MONUMENTED CGS GT1312 HISTORY - 1959 GOOD NGS GT1312 HISTORY - 20040901 GOOD CSRC GT1312 GT1312 STATION DESCRIPTION GT1312 GT1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 GT1312'2.4 MI NW FROM SELMA. GT1312'2.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE GT1312'STATION AT SELMA, 3.3 MILES SOUTHEAST OF FOWLER, IN TOP OF THE GT1312'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE GT1312'218.31 OVER AN IRRIGATION CANAL, 5.9 FEET NORTHEAST OF THE GT1312'NORTHEAST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. GT1312 GT1312 STATION RECOVERY (2004) GT1312 GT1312'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT1312'STATION IS ABOUT 1 MI NORTHWEST OF SELMA (WHICH IS ABOUT 15 MI GT1312'SOUTHEAST OF DOWNTOWN FRESNO) AND ABOUT 4 MI SOUTHEAST OF FOWLER. GT1312'FROM THE INTERSECTION OF HWY 99 AND FLORAL AVE. EXIT IN SELMA, GO GT1312'NORTHEAST ON FLORAL AVE. 0.1 KM (0.05 MILES) TO HIGHLAND. TURN LEFT GT1312'AND DRIVE (NORTHERLY) ON HIGHLAND 0.3 KM (0.2 MILES) TO THE GT1312'INTERSECTION WITH GOLDEN STATE BLVD., A DIVIDED HIGHWAY THAT PARALLELS GT1312'RAILROAD TRACKS. TURN LEFT (NORTHWEST) ON GOLDEN STATE BLVD. AND DRIVE GT1312'1.3 KM (0.8 MILES) TO A SIDE ROAD RIGHT, DINUBA. CONTINUE ON GOLDEN GT1312'STATE BLVD. ANOTHER 0.3 KM (0.2 MILES) TO A BRIDGE OVER AN IRRIGATION GT1312'CANAL AND THE STATION ON THE RIGHT. THE STATION IS AT THE NORTHEAST GT1312'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER GT1312'THE CANAL FOR RAILROAD TRACKS. THE STATION IS 1.8 M (5.9 FT) GT1312'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 0.5 M (1.5 FT) LOWER THAN GT1312'THE TRACKS. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN GT1312'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0195 *********************************************************************** GU0195 HT_MOD - This is a Height Modernization Survey Station. GU0195 DESIGNATION - V 1258 GU0195 PID - GU0195 GU0195 STATE/COUNTY- CA/FRESNO GU0195 USGS QUAD - HAMMONDS RANCH (1984) GU0195 GU0195 *CURRENT SURVEY CONTROL GU0195 ___________________________________________________________________ GU0195* NAD 83(1998)- 36 46 41.10842(N) 120 40 30.12720(W) ADJUSTED GU0195* NAVD 88 - 103.97 (meters) 341.1 (feet) GPS OBS GU0195 ___________________________________________________________________ GU0195 EPOCH DATE - 2004.50 GU0195 X - -2,609,424.949 (meters) COMP GU0195 Y - -4,399,137.670 (meters) COMP GU0195 Z - 3,797,738.691 (meters) COMP GU0195 LAPLACE CORR- -3.23 (seconds) DEFLEC99 GU0195 ELLIP HEIGHT- 70.54 (meters) (06/30/05) GPS OBS GU0195 GEOID HEIGHT- -33.39 (meters) GEOID03 GU0195 GU0195 HORZ ORDER - B GU0195 ELLP ORDER - FOURTH CLASS I GU0195 GU0195.The horizontal coordinates were established by GPS observations GU0195.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0195.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0195.DATUM ITEM on the data sheet items page. GU0195.The horizontal coordinates are valid at the epoch date displayed above. GU0195.The epoch date for horizontal control is a decimal equivalence GU0195.of Year/Month/Day. GU0195 GU0195.The orthometric height was determined by GPS observations and a GU0195.high-resolution geoid model using precise GPS observation and GU0195.processing techniques. It supersedes the leveled height previously GU0195.determined for this station. GU0195 GU0195.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0195 GU0195.The Laplace correction was computed from DEFLEC99 derived deflections. GU0195 GU0195.The ellipsoidal height was determined by GPS observations GU0195.and is referenced to NAD 83. GU0195 GU0195.The geoid height was determined by GEOID03. GU0195 GU0195; North East Units Scale Factor Converg. GU0195;SPC CA 4 - 661,616.260 1,850,486.044 MT 0.99994428 -0 59 57.5 GU0195;SPC CA 4 - 2,170,652.68 6,071,136.30 sFT 0.99994428 -0 59 57.5 GU0195;UTM 10 - 4,072,776.331 707,482.099 MT 1.00013038 +1 23 33.0 GU0195 GU0195! - Elev Factor x Scale Factor = Combined Factor GU0195!SPC CA 4 - 0.99998893 x 0.99994428 = 0.99993321 GU0195!UTM 10 - 0.99998893 x 1.00013038 = 1.00011931 GU0195 GU0195 SUPERSEDED SURVEY CONTROL GU0195 GU0195 NAVD 88 (06/15/91) 104.043 (m) 341.35 (f) ADJUSTED 1 1 GU0195 GU0195.Superseded values are not recommended for survey control. GU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0195.See file dsdata.txt to determine how the superseded data were derived. GU0195 GU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0748272776(NAD 83) GU0195_MARKER: DV = VERTICAL CONTROL DISK GU0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) GU0195_SP_SET: COPPER-CLAD STEEL ROD GU0195_STAMPING: V 1258 1974 GU0195_MARK LOGO: NGS GU0195_MAGNETIC: N = NO MAGNETIC MATERIAL GU0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0195+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0195 GU0195 HISTORY - Date Condition Report By GU0195 HISTORY - 1974 MONUMENTED NGS GU0195 HISTORY - 19881123 GOOD NGS GU0195 HISTORY - 20040519 GOOD NGS GU0195 GU0195 STATION DESCRIPTION GU0195 GU0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GU0195'13.8 MI SE FROM DOS AMIGOS PUMP PLANT. GU0195'13.8 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF GU0195'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, AT THE GU0195'JUNCTION OF SHIELDS AVENUE, 54 FEET SOUTHWEST OF THE CENTER LINE GU0195'OF THE SOUTHWEST LEVEE ROAD, 22 FEET SOUTH OF THE CENTER LINE OF GU0195'SHIELDS AVENUE, 74.7 FEET WEST OF BENCH MARK 100.55 R (USBR), GU0195'73.3 FEET WEST OF THE SOUTHWEST CORNER OF SOUTH CONCRETE CURB OF GU0195'BRIDGE OVER AQUEDUCT, 3.5 FEET SOUTH OF THE 3RD WOODEN POST EAST GU0195'OF THE WEST END OF A METAL GUARDRAIL, 2 FEET EAST OF A BRACED FENCE GU0195'POST, 1.0 FOOT NORTHEAST OF A FENCE, 1.9 FEET WEST OF A METAL GU0195'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND A DISK ON THE TOP OF GU0195'A COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 21 FEET. GU0195'THE DISK IS 0.2 FOOT UNDERGROUND AND IS PROTECTED BY A 4-INCH PLASTIC GU0195'PIPE WHICH IS FLUSH WITH GROUND AND IS ENCASED IN CONCRETE. SECTION GU0195'29, T 13S, R 12E GU0195 GU0195 STATION RECOVERY (1988) GU0195 GU0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0195'RECOVERED IN GOOD CONDITION. GU0195 GU0195 STATION RECOVERY (2004) GU0195 GU0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GC) GU0195'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU0195'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU0195'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU0753 *********************************************************************** GU0753 HT_MOD - This is a Height Modernization Survey Station. GU0753 DESIGNATION - X 989 GU0753 PID - GU0753 GU0753 STATE/COUNTY- CA/FRESNO GU0753 USGS QUAD - POSO FARM (1984) GU0753 GU0753 *CURRENT SURVEY CONTROL GU0753 ___________________________________________________________________ GU0753* NAD 83(1998)- 36 53 51.23078(N) 120 27 54.26730(W) ADJUSTED GU0753* NAVD 88 - 43.52 (meters) 142.8 (feet) GPS OBS GU0753 ___________________________________________________________________ GU0753 EPOCH DATE - 2004.50 GU0753 X - -2,589,231.795 (meters) COMP GU0753 Y - -4,401,776.793 (meters) COMP GU0753 Z - 3,808,314.342 (meters) COMP GU0753 LAPLACE CORR- 2.83 (seconds) DEFLEC99 GU0753 ELLIP HEIGHT- 10.29 (meters) (06/30/05) GPS OBS GU0753 GEOID HEIGHT- -33.19 (meters) GEOID03 GU0753 GU0753 HORZ ORDER - B GU0753 VERT ORDER - SECOND CLASS 0 (See Below) GU0753 ELLP ORDER - FOURTH CLASS I GU0753 GU0753.The horizontal coordinates were established by GPS observations GU0753.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU0753.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU0753.DATUM ITEM on the data sheet items page. GU0753.The horizontal coordinates are valid at the epoch date displayed above. GU0753.The epoch date for horizontal control is a decimal equivalence GU0753.of Year/Month/Day. GU0753 GU0753.The orthometric height was determined by GPS observations and a GU0753.high-resolution geoid model using precise GPS observation and GU0753.processing techniques. GU0753.The vertical order pertains to the NGVD 29 superseded value. GU0753 GU0753.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU0753 GU0753.The Laplace correction was computed from DEFLEC99 derived deflections. GU0753 GU0753.The ellipsoidal height was determined by GPS observations GU0753.and is referenced to NAD 83. GU0753 GU0753.The geoid height was determined by GEOID03. GU0753 GU0753; North East Units Scale Factor Converg. GU0753;SPC CA 4 - 674,566.713 1,869,427.898 MT 0.99995197 -0 52 26.6 GU0753;SPC CA 4 - 2,213,140.96 6,133,281.36 sFT 0.99995197 -0 52 26.6 GU0753;UTM 10 - 4,086,509.922 725,870.678 MT 1.00022855 +1 31 21.3 GU0753 GU0753! - Elev Factor x Scale Factor = Combined Factor GU0753!SPC CA 4 - 0.99999839 x 0.99995197 = 0.99995036 GU0753!UTM 10 - 0.99999839 x 1.00022855 = 1.00022693 GU0753 GU0753 SUPERSEDED SURVEY CONTROL GU0753 GU0753 NGVD 29 (??/??/92) 43.462 (m) 142.59 (f) ADJ UNCH 2 0 GU0753 GU0753.Superseded values are not recommended for survey control. GU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0753.See file dsdata.txt to determine how the superseded data were derived. GU0753 GU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2587186510(NAD 83) GU0753_MARKER: DB = BENCH MARK DISK GU0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU0753_SP_SET: WEIR ABUTMENT GU0753_STAMPING: X 989 1965 GU0753_MARK LOGO: CGS GU0753_MAGNETIC: N = NO MAGNETIC MATERIAL GU0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0753+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU0753 GU0753 HISTORY - Date Condition Report By GU0753 HISTORY - 1965 MONUMENTED CGS GU0753 HISTORY - 1981 GOOD LOCSUR GU0753 HISTORY - 20040519 GOOD CADT GU0753 GU0753 STATION DESCRIPTION GU0753 GU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 GU0753'3.3 MI N FROM FIREBAUGH. GU0753'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GU0753'THE STATION AT FIREBAUGH, THENCE 2.9 MILES NORTH ALONG THE GU0753'WEST LEVEE ROAD OF THE POSO CANAL, 0.05 MILE NORTH OF THE GU0753'JUNCTION OF A DIRT ROAD LEADING WEST, 0.05 MILE NORTH OF A WELL, GU0753'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF GU0753'A WEIR, 23 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE GU0753'ROAD, 0.9 FOOT NORTH OF THE SOUTH END OF THE ABUTMENT, AND GU0753'ABOUT LEVEL WITH THE ROAD. GU0753 GU0753 STATION RECOVERY (1981) GU0753 GU0753'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 GU0753'ARE ON IRRIGATION STRUCTURES SCHEDULE FOR RECONSTRUCTION WITHIN THE GU0753'NEXT 3 MONTHS. GU0753 GU0753 STATION RECOVERY (2004) GU0753 GU0753'RECOVERY NOTE BY CALTRANS 2004 (GC) GU0753'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GU0753'THE STATION IS ABOUT 40 MILES NORTHWEST OF THE CITY OF FRESNO AND GU0753'ABOUT 2.5 MILES NORTH OF THE TOWN OF FIREBAUGH. FROM THE INTERSECTION GU0753'OF STATE HIGHWAY 33 AND NEES AVENUE IN THE TOWN OF FIREBAUGH, GO 2.7 GU0753'MILES NORTHWEST ALONG HWY 33 TO DOUGLAS AVENUE, TURN RIGHT (NORTH) AND GU0753'GO 0.85 MILES TO COPPER AVENUE, TURN RIGHT (EAST) AND GO 0.85 MILES GU0753'TO A T INTERSECTION WITH LYON AVENUE TO THE RIGHT (SOUTHEAST) AND A GU0753'DIRT ROAD TO THE LEFT (NORTHWEST). TURN LEFT (NORTHWEST) ONTO THE GU0753'DIRT ROAD AND GO 0.1 MILES TO A CANAL CROSSING, TURN RIGHT GU0753'(NORTHEAST) AND GO 50 FT TO A CANAL CROSSING, TURN RIGHT (SOUTHEAST) GU0753'AND GO 250 FT TO A DIRT ROAD ON THE LEFT (EAST), GO EAST ONTO THE GU0753'DIRT ROAD 0.5 MILES TO THE POSO CANAL, TURN LEFT AND GO NORTHEAST GU0753'ALONG THE POSO CANAL FOR 0.3 MILES TO A WEIR AND THE STATION ON THE GU0753'RIGHT (SOUTHEAST). THE MONUMENT IS A USCGS BRASS CAP STAMPED X 989 GU0753'1965, SET FLUSH IN THE SOUTHWEST CORNER OF THE WEST CONCRETE ABUTMENT GU0753'OF A WEIR, 8.4 M WEST OF A WEIR VALVE, 7.4 M EAST OF THE CENTERLINE GU0753'OF THE WEST LEVEE DIRT ROAD, 0.3 M NORTH OF THE SOUTH END OF THE GU0753'ABUTMENT AND ABOUT LEVEL WITH THE DIRT ROAD. THIS STATION WAS GU0753'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION GU0753'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU4142 *********************************************************************** GU4142 HT_MOD - This is a Height Modernization Survey Station. GU4142 DESIGNATION - Z 1444 GU4142 PID - GU4142 GU4142 STATE/COUNTY- CA/FRESNO GU4142 USGS QUAD - CHANEY RANCH (1971) GU4142 GU4142 *CURRENT SURVEY CONTROL GU4142 ___________________________________________________________________ GU4142* NAD 83(1998)- 36 40 22.57634(N) 120 32 13.75485(W) ADJUSTED GU4142* NAVD 88 - 98.42 (meters) 322.9 (feet) GPS OBS GU4142 ___________________________________________________________________ GU4142 EPOCH DATE - 2004.50 GU4142 X - -2,602,373.973 (meters) COMP GU4142 Y - -4,411,410.387 (meters) COMP GU4142 Z - 3,788,382.783 (meters) COMP GU4142 LAPLACE CORR- -1.42 (seconds) DEFLEC99 GU4142 ELLIP HEIGHT- 64.88 (meters) (06/30/05) GPS OBS GU4142 GEOID HEIGHT- -33.50 (meters) GEOID03 GU4142 GU4142 HORZ ORDER - B GU4142 ELLP ORDER - FOURTH CLASS I GU4142 GU4142.The horizontal coordinates were established by GPS observations GU4142.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU4142.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU4142.DATUM ITEM on the data sheet items page. GU4142.The horizontal coordinates are valid at the epoch date displayed above. GU4142.The epoch date for horizontal control is a decimal equivalence GU4142.of Year/Month/Day. GU4142 GU4142.The orthometric height was determined by GPS observations and a GU4142.high-resolution geoid model using precise GPS observation and GU4142.processing techniques. It supersedes the leveled height previously GU4142.determined for this station. GU4142 GU4142.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4142 GU4142.The Laplace correction was computed from DEFLEC99 derived deflections. GU4142 GU4142.The ellipsoidal height was determined by GPS observations GU4142.and is referenced to NAD 83. GU4142 GU4142.The geoid height was determined by GEOID03. GU4142 GU4142; North East Units Scale Factor Converg. GU4142;SPC CA 4 - 649,744.092 1,862,605.506 MT 0.99994110 -0 55 01.4 GU4142;SPC CA 4 - 2,131,702.08 6,110,898.23 sFT 0.99994110 -0 55 01.4 GU4142;UTM 10 - 4,061,417.426 720,088.929 MT 1.00019681 +1 28 17.5 GU4142 GU4142! - Elev Factor x Scale Factor = Combined Factor GU4142!SPC CA 4 - 0.99998982 x 0.99994110 = 0.99993092 GU4142!UTM 10 - 0.99998982 x 1.00019681 = 1.00018663 GU4142 GU4142 SUPERSEDED SURVEY CONTROL GU4142 GU4142 NAVD 88 (06/15/91) 98.539 (m) 323.29 (f) ADJUSTED 1 2 GU4142 GU4142.Superseded values are not recommended for survey control. GU4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4142.See file dsdata.txt to determine how the superseded data were derived. GU4142 GU4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2008961417(NAD 83) GU4142_MARKER: I = METAL ROD GU4142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GU4142_SP_SET: STAINLESS STEEL ROD IN SLEEVE GU4142_STAMPING: Z 1444 1989 GU4142_MARK LOGO: NGS GU4142_PROJECTION: FLUSH GU4142_MAGNETIC: I = MARKER IS A STEEL ROD GU4142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU4142+STABILITY: POSITION/ELEVATION WELL GU4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4142+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GU4142_ROD/PIPE-DEPTH: 17.4 meters GU4142_SLEEVE-DEPTH : 10.1 meters GU4142 GU4142 HISTORY - Date Condition Report By GU4142 HISTORY - 1989 MONUMENTED NGS GU4142 HISTORY - 20040519 GOOD CADT GU4142 GU4142 STATION DESCRIPTION GU4142 GU4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GU4142'40.6 KM (25.25 MI) SOUTHERLY ALONG THE CALIFORNIA AQUEDUCT FROM THE GU4142'DOS AMIGOS PUMP PLANT, 4.5 KM (2.80 MI) EAST-NORTHEAST OF THE PANOCHE GU4142'SUBSTATION, 66.1 M (216.9 FT) NORTHWEST OF THE CENTER OF PANOCHE ROAD, GU4142'35.3 M (115.8 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST CANAL ROAD. GU4142'25.2 M (82.7 FT) NORTHWEST OF A FENCE CORNER, 1.2 M (3.9 FT) SOUTHWEST GU4142'OF A WITNESS POST AND FENCE, AND 6.1 M (20.0 FT) BELOW THE LEVEL OF GU4142'THE ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO GU4142'CAP. GU4142 GU4142 STATION RECOVERY (2004) GU4142 GU4142'RECOVERY NOTE BY CALTRANS 2004 (GC) GU4142'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GU4142'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU4142'PROJECT.