"COORD_OP_CODE","COORD_OP_NAME","COORD_OP_TYPE","SOURCE_CRS_CODE","TARGET_CRS_CODE","COORD_TFM_VERSION","COORD_OP_VARIANT","AREA_OF_USE_CODE","COORD_OP_SCOPE","COORD_OP_METHOD_CODE","UOM_CODE_SOURCE_COORD_DIFF","UOM_CODE_TARGET_COORD_DIFF","REMARKS","INFORMATION_SOURCE","DATA_SOURCE","REVISION_DATE","CHANGE_ID","SHOW_OPERATION","DEPRECATED" 101,deg to DMSH,conversion,,,,,1262,Convert decimal degrees to and from degrees minutes seconds hemisphere representation.,9637,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 102,degH to DMSH,conversion,,,,,1262,Convert degree hemisphere representation to and from degrees minutes seconds hemisphere.,9638,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 103,Hdeg to DMSH,conversion,,,,,1262,Convert hemisphere degree representation to and from degrees minutes seconds hemisphere representation.,9639,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 104,DM to DMSH,conversion,,,,,1262,Convert degree minute representation to and from degrees minutes seconds hemisphere representation.,9640,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 105,DMH to DMSH,conversion,,,,,1262,Convert degree minute hemisphere representation to and from degrees minutes seconds hemisphere representation.,9641,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 106,HDM to DMSH,conversion,,,,,1262,Convert hemisphere degree minute representation to and from degrees minutes seconds hemisphere representation.,9642,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 107,DMS to DMSH,conversion,,,,,1262,Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.,9643,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 108,HDMS to DMSH,conversion,,,,,1262,Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.,9644,,,,EPSG,EPSG,2002-11-22 00:00:00,,1,1 1025,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,9630,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-06-22 00:00:00,99.74 2000.55 2002.40,1,1 1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1002) or Madrid 1870 (Madrid) to ED50 (3) (code 1003) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2003-02-06 00:00:00,99.82 99.74 2003.051,1,0 1027,Madrid 1870 (Madrid) to ED50 (2),transformation,4903,4230,IGB-Esp N,2,2367,?,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1001).,Institut de Geomatica; Barcelona,EPSG,2003-02-06 00:00:00,99.82 99.74 2003.051,1,0 1028,Madrid 1870 (Madrid) to ED50 (3),transformation,4903,4230,IGB-Esp S,3,2368,?,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1001).,Institut de Geomatica; Barcelona,EPSG,2000-03-07 00:00:00,99.82 99.74,1,0 1029,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,9632,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07 00:00:00,,1,1 1030,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,9632,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1029).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07 00:00:00,,1,1 1031,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1032).,Shell / NAM,EPSG,2000-03-07 00:00:00,,1,1 1032,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).,Shell / NAM,EPSG,2000-03-07 00:00:00,,1,1 1033,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,9631,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07 00:00:00,,1,1 1034,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,9631,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07 00:00:00,,1,1 1035,Astra Minas to Campo Inchauspe / Argentina 2,transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,9621,,,,IHS Energy,EPSG,2000-06-23 00:00:00,,1,0 1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,9633,,,Superseded by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2002-09-19 00:00:00,2002.62,1,0 1037,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).,Shell / NAM,EPSG,2002-07-13 00:00:00,,1,1 1038,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).,Shell / NAM,EPSG,2002-07-13 00:00:00,,1,1 1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,9633,,,Supersedes OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 1040.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-09-19 00:00:00,,1,0 1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4326,EPSG-UK Gbr02,2,1264,Accuracy 1m.,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Supersedes OSGB 1936 / British National Grid to WGS 84 (1) (code 1681).,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1041,TM75 to ETRS89 (1),transformation,4300,4258,Osi-Ire,1,1305,Accuracy 0.4m (95%).,9648,9102,9102,Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-12-21 00:00:00,,1,0 1042,TM75 to WGS 84 (1),transformation,4300,4326,EPSG-Ire,1,1305,Accuracy 1m.,9648,9102,9102,Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.,EPSG,EPSG,2002-12-21 00:00:00,,1,0 1043,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-12-21 00:00:00,,1,0 1044,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,9653,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1045).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21 00:00:00,,1,0 1045,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,9653,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1044).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21 00:00:00,,1,0 1046,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1047).,Shell / NAM,EPSG,2002-12-21 00:00:00,,1,0 1047,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1046).,Shell / NAM,EPSG,2002-12-21 00:00:00,,1,0 1048,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,9652,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1049).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21 00:00:00,,1,0 1049,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,9652,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21 00:00:00,,1,0 1050,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051).,Shell / NAM,EPSG,2002-12-21 00:00:00,,1,0 1051,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050).,Shell / NAM,EPSG,2002-12-21 00:00:00,,1,0 1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management.,9654,9102,9102,Adopted at June 2003 agreement between LBA and Bundesanstalt für Seeschifffahrt und Hydrographie. From US NIMA TR8350.2 multiple regression equation derived for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998.,Landesbergamt for Lower Saxony.,EPSG,2003-12-31 00:00:00,2003.201,1,0 1095,PSAD56 to WGS84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-01-08 00:00:00,,1,0 1096,La Canoa to WGS84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,9636,,,Parameter vales are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-01-08 00:00:00,,1,0 1097,Dealul Piscului 1970 to WGS 84 (2),transformation,4317,4326,EPSG-Rom,2,1197,"Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that Pulkovo 1942 in Romania is equivalent to Dealul Piscului 1970.,EPSG,EPSG,2003-11-28 00:00:00,,1,0 1098,IGM95 to ETRS89 (1),transformation,4670,4258,IGM-Ita,1,1127,IGM95 is a realisation of ETRS89.,9603,,,May be taken as approximate transformation IGM95 to WGS 84 - see code 1099.,ENI,EPSG,2004-01-07 00:00:00,,1,0 1099,IGM95 to WGS 84 (1),transformation,4670,4326,IGM-Ita,1,1127,Approximation at the 1m level.,9603,,,Parameter values taken from IGM95 to ETRS89 (1) (code 1098) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,ENI,EPSG,2004-01-07 00:00:00,,1,0 1100,Adindan to WGS 84 (1),transformation,4201,4326,DMA-Eth Sud,1,1271,For military purposes only. Accuracy 5m in each axis.,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1101,Adindan to WGS 84 (2),transformation,4201,4326,DMA-Bfa,2,1057,For military purposes. Accuracy 25m in each axis.,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Burkino Faso.",U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-06-22 00:00:00,2002.38,1,0 1102,Adindan to WGS 84 (3),transformation,4201,4326,DMA-Cmr,3,1060,For military purposes. Accuracy 25m in each axis.,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-06-22 00:00:00,2002.38,1,0 1103,Adindan to WGS 84 (4),transformation,4201,4326,DMA-Eth,4,1091,For military purposes. Accuracy 3m in each axis.,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1104,Adindan to WGS 84 (5),transformation,4201,4326,DMA-Mli,5,1153,For military purposes. Accuracy 25m in each axis.,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Mali.",U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-06-22 00:00:00,2002.38,1,0 1105,Adindan to WGS 84 (6),transformation,4201,4326,DMA-Sen,6,1207,For military purposes. Accuracy 25m in each axis.,9603,,,"Derived at 2 stations connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Senegal.",U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-06-22 00:00:00,2002.38,1,0 1106,Adindan to WGS 84 (7),transformation,4201,4326,DMA-Sud,7,1221,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1107,Afgooye to WGS 84 (1),transformation,4205,4326,DMA-Som,1,1214,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1108,AGD66 to WGS 84 (1),transformation,4202,4326,DMA-Aus,1,1036,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 105 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1109,AGD84 to WGS 84 (1),transformation,4203,4326,DMA-Aus,1,1036,For military purposes only. Accuracy 2m in each axis.,9603,,,Derived at 90 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1110,Ain el Abd to WGS 84 (1),transformation,4204,4326,DMA-Bhr,1,1040,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,97.06,1,0 1111,Ain el Abd to WGS 84 (2),transformation,4204,4326,DMA-Sau,2,1206,For military purposes. Accuracy 10m in each axis.,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1172,?,9606,,,Superseded by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2002-12-09 00:00:00,97.07 2002.90,1,0 1113,Arc 1950 to WGS 84 (1),transformation,4209,4326,DMA-mean,1,2312,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",9603,,,Derived at 41 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1114,Arc 1950 to WGS 84 (2),transformation,4209,4326,DMA-Bwa,2,1051,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1115,Arc 1950 to WGS 84 (3),transformation,4209,4326,DMA-Bdi,3,1058,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1116,Arc 1950 to WGS 84 (4),transformation,4209,4326,DMA-Lso,4,1141,"For military purposes. Accuracy 3m, 3m and 8m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1117,Arc 1950 to WGS 84 (5),transformation,4209,4326,DMA-Mwi,5,1150,"For military purposes. Accuracy 9m, 24m and 8m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1118,Arc 1950 to WGS 84 (6),transformation,4209,4326,DMA-Swz,6,1224,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1119,Arc 1950 to WGS 84 (7),transformation,4209,4326,DMA-Cod,7,1259,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1120,Arc 1950 to WGS 84 (8),transformation,4209,4326,DMA-Zmb,8,1260,"For military purposes. Accuracy 21m, 21m and 27m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1121,Arc 1950 to WGS 84 (9),transformation,4209,4326,DMA-Zwe,9,1261,"For military purposes. Accuracy 5m, 8m and 11m in X, Y and Z axes.",9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1122,Arc 1960 to WGS 84 (1),transformation,4210,4326,DMA-Ken Tza,1,2311,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1123,Batavia to WGS 84 (1),transformation,4211,4326,DMA-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,9603,,,Note: The area of use cited for this transformation (Sumatra) is not consistent with the area of use (Java) for the Batavia (Genuk) coordinate system. Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1124,Bermuda 1957 to WGS 84 (1),transformation,4216,4326,DMA-Bmu,1,1047,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1125,Bogota 1975 to WGS 84 (1),transformation,4218,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",9603,,,Derived in 1987 at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1126,Bukit Rimpah to WGS 84 (1),transformation,4219,4326,DMA-Idn BBI,1,1287,For military purposes.,9603,,,Accuracy estimates unavailable.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-06-22 00:00:00,2002.151,1,0 1127,Campo Inchauspe to WGS 84 (1),transformation,4221,4326,DMA-Arg,1,1033,For military purposes. Accuracy 5m in each axis.,9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1128,Cape to WGS 84 (1),transformation,4222,4326,DMA-Zaf,1,1215,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1129,Cape to WGS 84 (2),transformation,4222,4326,DSLI-Zaf,2,1215,?,9603,,,Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,1996-10-18 00:00:00,,1,0 1130,Carthage to WGS 84 (1),transformation,4223,4326,DMA-Tun,1,1236,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1132,Corrego Alegre to WGS 84 (1),transformation,4225,4326,DMA-Bra,1,1053,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes only. Accuracy 3m, 8m and 5m in X, Y and Z axes.",9603,,,Derived at 85 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,97.02,1,0 1134,ED50 to WGS 84 (2),transformation,4230,4326,DMA-cenEur,2,2421,For military purposes only. Accuracy 3m each axis.,9603,,,Derived at 52 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1135,ED50 to WGS 84 (3),transformation,4230,4326,DMA-midEast,3,2345,For military purposes only.,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1136,ED50 to WGS 84 (4),transformation,4230,4326,DMA-Cyp,4,1078,For military purposes only. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1137,ED50 to WGS 84 (5),transformation,4230,4326,DMA-Egy,5,1086,"For military purposes. Accuracy 6m, 8m and 8m in X, Y and Z axes.",9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1138,ED50 to WGS 84 (6),transformation,4230,4326,DMA-Irl Gbr,6,2343,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 40 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1139,ED50 to WGS 84 (7),transformation,4230,4326,DMA-Fin Nor,7,2344,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1140,ED50 to WGS 84 (8),transformation,4230,4326,DMA-Grc,8,1106,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1141,ED50(ED77) to WGS 84 (2),transformation,4154,4326,DMA-Irn,2,1123,"For military purposes. Accuracy 9m, 12m and 11m in X, Y and Z axes.",9603,,,Given by DMA as from ED50. EPSG interpret that as ED50(ED77) in Iran. Derived at 27 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2000-03-07 00:00:00,2000.06,1,0 1142,ED50 to WGS 84 (10),transformation,4230,4326,DMA-Ita Sard,10,2339,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1143,ED50 to WGS 84 (11),transformation,4230,4326,DMA-Ita Sic,11,2340,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1144,ED50 to WGS 84 (12),transformation,4230,4326,DMA-Mlt,12,1154,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1145,ED50 to WGS 84 (13),transformation,4230,4326,DMA-Prt Esp,13,2338,"For military purposes only. Accuracy 5m, 6m and 3m in X, Y and Z axes.",9603,,,Derived at 18 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1146,ED87 to WGS 84 (1),transformation,4231,4326,5Nat-NSea-90,1,2330,?,9606,,,,"Norwegian Mapping Authority publication 1990:1 and note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",EPSG,1997-04-11 00:00:00,97.03 97.04,1,0 1147,ED50 to ED87 (2),transformation,4230,4231,NMA-Nor N65,2,2331,Geodetic purposes.,9606,,,,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",EPSG,1997-04-11 00:00:00,97.04,1,0 1148,Egypt 1907 to WGS 84 (1),transformation,4229,4326,DMA-Egy,1,1086,"For military purposes. Accuracy 3m, 6m and 8m in X, Y and Z axes.",9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1149,ETRS89 to WGS 84 (1),transformation,4258,4326,EPSG-eur,1,2420,ETRS89 is a realisation of WGS 84 coincident to within 1.5 metres. This transformation has an accuracy equal to the coincidence figure.,9603,,,,EPSG,EPSG,2000-10-19 00:00:00,97.24 2000.72,1,0 1150,GDA94 to WGS 84 (1),transformation,4283,4326,EPSG-Aus,1,1036,GDA94 is a realisation of WGS 84 coincident to within 1.5 metres. This transformation has an accuracy equal to the coincidence figure.,9603,,,,EPSG,EPSG,1996-10-18 00:00:00,,1,0 1151,NZGD49 to WGS 84 (1),transformation,4272,4326,DMA-Nzl,1,1175,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1152,Hu Tzu Shan to WGS 84 (1),transformation,4236,4326,DMA-Twn,1,1228,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1153,Indian 1954 to WGS 84 (1),transformation,4239,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,97.06,1,0 1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",9603,,,Derived at 62 stations. Superseded by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,1996-10-18 00:00:00,,1,0 1155,Kalianpur 1937 to WGS 84 (1),transformation,4144,4326,DMA-Bgd,1,1041,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20 00:00:00,97.235,1,0 1156,Kalianpur 1975 to WGS 84 (1),transformation,4146,4326,DMA-Ind Npl,1,2411,"For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20 00:00:00,97.235,1,0 1157,Kandawala to WGS 84 (1),transformation,4244,4326,DMA-Lka,1,1218,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1158,Kertau to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1159,Leigon to WGS 84 (1),transformation,4250,4326,DMA-Gha,1,1104,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1160,Liberia 1964 to WGS 84 (1),transformation,4251,4326,DMA-Lbr,1,1142,For military purposes only. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1161,Luzon 1911 to WGS 84 (1),transformation,4253,4326,DMA-Phl N,1,2364,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1162,Luzon 1911 to WGS 84 (2),transformation,4253,4326,DMA-Phl Min,2,2365,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1163,M'poraloko to WGS 84 (1),transformation,4266,4326,DMA-Gab,1,1100,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1164,Mahe 1971 to WGS 84 (1),transformation,4256,4326,DMA-Syc,1,2369,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1165,Massawa to WGS 84 (1),transformation,4262,4326,DMA-Eth,1,1089,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1166,Merchich to WGS 84 (1),transformation,4261,4326,DMA-Mar,1,1166,"For military purposes. Accuracy 5m, 3m and 3m in X, Y and Z axes.",9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1167,Minna to WGS 84 (1),transformation,4263,4326,DMA-Cmr,1,1060,For military purposes only. Accuracy 25m in each axis.,9603,,,"Derived at 2 stations. Note: Minna is used in Nigeria, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1168,Minna to WGS 84 (2),transformation,4263,4326,DMA-Nga,2,1178,"For military purposes. Accuracy 3m, 6m and 5m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1169,Monte Mario to WGS 84 (1),transformation,4265,4326,DMA-Ita Sar,1,2339,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1170,NAD27 to WGS 84 (1),transformation,4267,4326,DMA-Carib,1,2418,"For military purposes. Accuracy 3m, 9m and 12m in X, Y and Z axes.",9603,,,Derived at 15 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1171,NAD27 to WGS 84 (2),transformation,4267,4326,DMA-Cen Am,2,2419,"For military purposes only. Accuracy 8m, 3m and 5m in X, Y and Z axes.",9603,,,Derived at 19 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1172,NAD27 to WGS 84 (3),transformation,4267,4326,DMA-Can,3,1061,"For military purposes only. Accuracy 15m, 11m and 6m in X, Y and Z axes.",9603,,,Derived at 112 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1173,NAD27 to WGS 84 (4),transformation,4267,4326,DMA-Conus,4,1323,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",9603,,,Derived at 405 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1174,NAD27 to WGS 84 (5),transformation,4267,4326,DMA-ConusE,5,2389,"For military purposes only. Accuracy 5m, 5m and 8m in X, Y and Z axes.",9603,,,Derived at 129 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1175,NAD27 to WGS 84 (6),transformation,4267,4326,DMA-ConusW,6,2390,"For military purposes only. Accuracy 5m, 3m and 3m in X, Y and Z axes.",9603,,,Derived at 276 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1176,NAD27 to WGS 84 (7),transformation,4267,4326,DMA-USA AK,7,2412,"For military purposes only. Accuracy 5m, 9m and 5m in X, Y and Z axes.",9603,,,Derived at 47 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1177,NAD27 to WGS 84 (8),transformation,4267,4326,DMA-Bha xSalv,8,2413,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1178,NAD27 to WGS 84 (9),transformation,4267,4326,DMA-Bha Salv,9,2414,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1179,NAD27 to WGS 84 (10),transformation,4267,4326,DMA-Can AB BC,10,2384,"For military purposes only. Accuracy 8m, 8m and 6m in X, Y and Z axes.",9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1180,NAD27 to WGS 84 (11),transformation,4267,4326,DMA-Can MN ON,11,2415,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1181,NAD27 to WGS 84 (12),transformation,4267,4326,DMA-Can E,12,2416,"For military purposes only. Accuracy 6m, 6m and 3m in X, Y and Z axes.",9603,,,Derived at 37 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1182,NAD27 to WGS 84 (13),transformation,4267,4326,DMA-Can NWT,13,2410,"For military purposes only. Accuracy 5m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1183,NAD27 to WGS 84 (14),transformation,4267,4326,DMA-Can Yuk,14,2417,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1184,NAD27 to WGS 84 (15),transformation,4267,4326,DMA-Pan,15,2385,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1185,NAD27 to WGS 84 (16),transformation,4267,4326,DMA-Cuba,16,1077,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1187,NAD27 to WGS 84 (18),transformation,4267,4326,DMA-Mex,18,1160,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1188,NAD83 to WGS 84 (1),transformation,4269,4326,DMA-N Am,1,1325,Accuracy 2m in each axis.,9603,,,Derived at 312 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,97.06,1,0 1189,Nahrwan 1967 to WGS 84 (1),transformation,4270,4326,DMA-Omn Mas,1,2391,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1190,Nahrwan 1967 to WGS 84 (2),transformation,4270,4326,DMA-Sau,2,1206,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1191,Nahrwan 1967 to WGS 84 (3),transformation,4270,4326,DMA-UAE,3,1243,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1192,Naparima 1972 to WGS 84 (1),transformation,4271,4326,DMA-Tto,1,1235,For military purposes only.,9603,,,CAUTION: EPSG believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-06-30 00:00:00,98.102,1,0 1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,9603,,,,IGN technical report RT/G 14; January 1988.,EPSG,1996-10-18 00:00:00,,1,0 1195,OSGB 1936 to WGS 84 (1),transformation,4277,4326,DMA-Gbr,1,1264,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",9603,,,Derived at 38 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1196,OSGB 1936 to WGS 84 (2),transformation,4277,4326,DMA-Gbr Eng,2,2395,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1197,OSGB 1936 to WGS 84 (3),transformation,4277,4326,DMA-Gbr E&W,3,2396,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1198,OSGB 1936 to WGS 84 (4),transformation,4277,4326,DMA-Gbr Sco,4,2397,For military purposes only. Accuracy 10m in each axis.,9603,,,Derived at 13 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1199,OSGB 1936 to WGS 84 (5),transformation,4277,4326,DMA-Gbr Wal,5,2398,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1200,Pointe Noire to WGS 84 (1),transformation,4282,4326,DMA-Cog,1,1072,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1201,PSAD56 to WGS 84 (1),transformation,4248,4326,DMA-mean,1,2399,"For military purposes only. Accuracy 17m, 27m and 27m in X, Y and Z axes.",9603,,,Derived at 63 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1202,PSAD56 to WGS 84 (2),transformation,4248,4326,DMA-Bol,2,1049,"For military purposes only. Accuracy 5m, 11m and 14m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1203,PSAD56 to WGS 84 (3),transformation,4248,4326,DMA-Chl N,3,2402,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1204,PSAD56 to WGS 84 (4),transformation,4248,4326,DMA-Chl S,4,2403,For military purposes. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1205,PSAD56 to WGS 84 (5),transformation,4248,4326,DMA-Col,5,1070,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1206,PSAD56 to WGS 84 (6),transformation,4248,4326,DMA-Ecu,6,1085,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1207,PSAD56 to WGS 84 (7),transformation,4248,4326,DMA-Guy,7,1114,"For military purposes. Accuracy 6m, 14m and 5m in X, Y and Z axes.",9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1208,PSAD56 to WGS 84 (8),transformation,4248,4326,DMA-Per,8,1189,"For military purposes only. Accuracy 6m, 8m and 12m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1209,PSAD56 to WGS 84 (9),transformation,4248,4326,DMA-Ven,9,1251,"For military purposes only. Accuracy 9m, 14m and 15m in X, Y and Z axes.",9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1211,Qornoq to WGS 84 (1),transformation,4287,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1212,SAD69 to WGS 84 (1),transformation,4291,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1213,SAD69 to WGS 84 (2),transformation,4291,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1214,SAD69 to WGS 84 (3),transformation,4291,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1215,SAD69 to WGS 84 (4),transformation,4291,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1216,SAD69 to WGS 84 (5),transformation,4291,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1217,SAD69 to WGS 84 (6),transformation,4291,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1218,SAD69 to WGS 84 (7),transformation,4291,4326,DMA-Ecu,7,1085,For military purposes. Accuracy 3m in each axis.,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1219,SAD69 to WGS 84 (8),transformation,4291,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1220,SAD69 to WGS 84 (9),transformation,4291,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1221,SAD69 to WGS 84 (10),transformation,4291,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1222,SAD69 to WGS 84 (11),transformation,4291,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1223,SAD69 to WGS 84 (12),transformation,4291,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1224,SAD69 to WGS 84 (13),transformation,4291,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1225,Sapper Hill 1943 to WGS 84 (1),transformation,4292,4326,DMA-Flk E,1,2355,For military purposes. Accuracy 1m in each axis.,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1226,Schwarzeck to WGS 84 (1),transformation,4293,4326,DMA-Nam,1,1169,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1227,Tananarive to WGS 84 (1),transformation,4297,4326,DMA-Mdg,1,1149,For military purposes.,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1228,Timbalai 1948 to WGS 84 (1),transformation,4298,4326,DMA-Borneo,1,1362,"For military purposes. Accuracy 10m, 10m and 12m in X, Y and Z axes.",9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1229,TM65 to WGS 84 (1),transformation,4299,4326,DMA-Ire,1,1305,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,1 1230,Tokyo to WGS 84 (1),transformation,4301,4326,DMA-Jpn Kor,1,2409,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",9603,,,Derived at 31 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,97.06,1,0 1231,Tokyo to WGS 84 (2),transformation,4301,4326,DMA-Jpn,2,1129,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",9603,,,Derived at 16 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1232,Tokyo to WGS 84 (3),transformation,4301,4326,DMA-Kor,3,1135,For military purposes only. Accuracy 2m in each axis.,9603,,,Derived at 29 stations. Superseded by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,97.06,1,0 1233,Tokyo to WGS 84 (4),transformation,4301,4326,DMA-Jpn Ok,4,2408,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18 00:00:00,,1,0 1234,Yacare to WGS 84 (1),transformation,4309,4326,DMA-Ury,1,1247,For military purposes.,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1235,Zanderij to WGS 84 (1),transformation,4311,4326,DMA-Sur,1,1222,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18 00:00:00,,1,0 1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,1036,Preliminary estimate - now superseded.,9607,,,"""Higgins parameters"". Superseded by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,1997-11-13 00:00:00,,1,0 1237,WGS 72 to WGS 84 (1),transformation,4322,4326,DMA1,1,1262,For scientific purposes.,9606,,,,,EPSG,1996-12-12 00:00:00,,1,0 1238,WGS 72 to WGS 84 (2),transformation,4322,4326,DMA2,2,1262,For scientific purposes.,9606,,,,,EPSG,1996-12-12 00:00:00,,1,0 1239,WGS 72BE to WGS 72 (1),transformation,4324,4322,DMA,1,1262,Geodesy.,9606,,,,,EPSG,1996-12-12 00:00:00,,1,0 1240,WGS 72BE to WGS 84 (1),transformation,4324,4326,DMA,1,2346,Geodesy.,9606,,,,,EPSG,1996-12-12 00:00:00,,1,0 1241,NAD27 to NAD83 (1),transformation,4267,4269,NGS-Usa Conus,1,2374,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,98.201 98.53 2000.14,1,0 1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,98.201 98.53 2000.14,1,0 1245,ED50 to WGS 84 (16),transformation,4230,4326,DMA-Tun,16,1236,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-04-16 00:00:00,98.11,1,0 1246,Herat North to WGS 84 (1),transformation,4255,4326,DMA-Afg,1,1024,For military purposes only.,9603,,,No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1247,Kalianpur 1962 to WGS 84 (1),transformation,4145,4326,DMA-Pak,1,1184,For military purposes.,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20 00:00:00,97.235,1,0 1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2002-06-22 00:00:00,2002.151,1,0 1249,NAD27 to WGS 84 (21),transformation,4267,4326,DMA-AK AluE,21,2387,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1250,NAD27 to WGS 84 (22),transformation,4267,4326,DMA-AK AluW,22,2388,For military purposes. Accuracy 10m in each axis.,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1251,NAD83 to WGS 84 (2),transformation,4269,4326,DMA-AK Alu,2,2157,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",9603,,,Derived at 42 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1252,NAD83 to WGS 84 (3),transformation,4269,4326,DMA-USA Hi,3,1334,For military purposes only. Accuracy 2m in each axis.,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1253,Nord Sahara 1959 to WGS 84 (1),transformation,4307,4326,DMA-Alg,1,1026,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1254,Pulkovo 1942 to WGS 84 (1),transformation,4284,4326,DMA-Rus,1,1198,For military purposes.,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1255,Nord Sahara 1959 to WGS 84 (2),transformation,4307,4326,DMA-Dza N,2,1365,For military purposes only. Accuracy 25m in each axis.,9603,,,CAUTION: Source CRS described by DMA as from Voirol 1960. EPSG believes that the data used in the derivation of these parameters contains a blunder. We recommend using transformation North Sahara 1959 to WGS84 (1) (code 1253). Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-06-23 00:00:00,98.15 2000.47,1,0 1256,Fahud to WGS 84 (1),transformation,4232,4326,DMA-Omn,1,1183,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",9603,,,"Derived at 7 stations. Source CRS in information source is called ""Oman"".",U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11 00:00:00,,1,0 1258,Bogota 1975 (Bogota) to Bogota 1975 (Greenwich),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1259,Lisbon (Lisbon) to Lisbon (Greenwich),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1260,Makassar (Jakarta) to Makassar,transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,0 1261,MGI (Ferro) to MGI (Greenwich),transformation,4805,4312,BEV-Aut balk,1,1166,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1262,Monte Mario (Rome) to Monte Mario,transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,98.37 99.79,1,0 1263,Padang (Jakarta) to Padang (Greenwich),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1264,Belge 1950 (Brussels) to Belge 1950,transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,0 1265,Tananarive (Paris) to Tananarive,transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,0 1266,Voirol 1875 (Paris) to Voirol 1875,transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,0 1268,Batavia (Jakarta) to Batavia (Greenwich),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1269,RT38 (Stockholm) to RT38 (Greenwich),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-11-12 00:00:00,99.79,1,1 1270,Greek (Athens) to Greek (Greenwich),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,9601,,,,Topography Department; National Technical University of Athens.,EPSG,1999-11-12 00:00:00,99.79,1,1 1271,Schwarzeck to WGS 84 (2),transformation,4293,4326,SLI-Nam,2,1169,?,9603,,,Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.,Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-11-13 00:00:00,97.48,1,0 1272,GGRS87 to WGS 84 (1),transformation,4121,4326,Hel-Grc,1,1106,?,9603,,,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16 00:00:00,,1,0 1273,HD72 to ETRS89 (1),transformation,4237,4258,ELTE-Hun,1,1119,?,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1677.,http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,1997-11-13 00:00:00,97.47,1,1 1274,Pulkovo 1942 to LKS94(ETRS89) (1),transformation,4284,4126,HNIT-Ltu,1,1145,?,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12 00:00:00,,1,0 1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,9603,,,,IGN technical report 14 (January 1988).,EPSG,1998-04-16 00:00:00,98.11,1,0 1276,NTF to ED50 (1),transformation,4275,4230,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13 00:00:00,,1,0 1277,NTF to WGS 72 (1),transformation,4275,4322,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13 00:00:00,,1,0 1278,AGD66 to GDA94 (1),transformation,4202,4283,Auslig-Aus 5m,1,1036,5m accuracy.,9603,,,Parameter values are given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au/res_inform/sicom/where/geobas14.html For higher accuracy requirements see various regional transformations.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/molodens.htm,EPSG,1997-11-13 00:00:00,,1,0 1279,AGD84 to GDA94 (1),transformation,4203,4283,Auslig-Aus 5m,1,1036,5m accuracy.,9603,,,Parameter values are given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au/res_inform/sicom/where/geobas14.html,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/molodens.htm,EPSG,1997-11-13 00:00:00,,1,0 1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,1036,1m accuracy.,9607,,,Supersedes AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/simil.htm,EPSG,1997-11-13 00:00:00,,1,0 1282,Samboja to WGS 84 (1),transformation,4125,4326,TOT-Idn Mah,1,1328,Oil exploration.,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2000-03-07 00:00:00,2000.23,1,1 1283,LKS94(ETRS89) to WGS 84 (1),transformation,4126,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12 00:00:00,98.13,1,0 1284,Arc 1960 to WGS 84 (2),transformation,4210,4326,NIMA-Ken,2,1132,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",9603,,,Derived at 24 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12 00:00:00,,1,0 1285,Arc 1960 to WGS 84 (3),transformation,4210,4326,NIMA-Tza,3,1230,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",9603,,,Derived at 12 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12 00:00:00,,1,0 1286,Segora to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12 00:00:00,,1,1 1287,Pulkovo 1942 to WGS 84 (3),transformation,4284,4326,NIMA-Hun,3,1119,For military purposes. Accuracy 2m in each axis.,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1288,Pulkovo 1942 to WGS 84 (4),transformation,4284,4326,NIMA-Pol,4,1192,"For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.",9603,,,Derived at 11 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1289,Pulkovo 1942 to WGS 84 (5),transformation,4284,4326,NIMA-Cze,5,1079,"For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1290,Pulkovo 1942 to WGS 84 (6),transformation,4284,4326,NIMA-Lva,6,1139,For military purposes. Accuracy 2m in each axis.,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1291,Pulkovo 1942 to WGS 84 (7),transformation,4284,4326,NIMA-Kaz,7,1131,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1292,Pulkovo 1942 to WGS 84 (8),transformation,4284,4326,NIMA-Alb,8,1025,For military purposes. Accuracy 3m in each axis.,9603,,,Derived at 7 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1293,Pulkovo 1942 to WGS 84 (9),transformation,4284,4326,NIMA-Rom,9,1197,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",9603,,,Derived at 4 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,98.11,1,0 1294,Voirol 1875 to WGS 84 (1),transformation,4304,4326,NIMA-Dza N,1,2347,For military purposes.,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-03-12 00:00:00,,1,0 1296,Trinidad 1903 to WGS 84 (1),transformation,4302,4326,Amoco-Tto Trin,1,1339,Oil exploration.,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,1998-11-11 00:00:00,98.38,1,0 1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Moznet to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16 00:00:00,,1,0 1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,9607,,,Mean of 9 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16 00:00:00,,1,0 1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,9607,,,Mean of 6 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16 00:00:00,,1,0 1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,9607,,,Mean of 11 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16 00:00:00,,1,0 1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,9607,,,Mean of 7 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16 00:00:00,,1,0 1302,Moznet to WGS 84 (1),transformation,4130,4326,EPSG-Moz,1,1167,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,9607,,,,EPSG,EPSG,1998-04-16 00:00:00,,1,0 1303,Pulkovo 1942 to WGS 84 (10),transformation,4284,4326,KCS-Kaz Cas,10,2405,Residuals under 2 m.,9606,,,Mean of 13 stations along entire Kazak coastline.,KazakCaspiShelf consortium.,EPSG,2000-02-02 00:00:00,2000.05,1,0 1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",9603,,,Derived at 62 stations. Supersedes Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,,1,0 1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes.,9603,,,Derived at 29 stations. Supersedes Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,,1,0 1306,MGI to WGS 84 (1),transformation,4312,4326,NIMA-balk,1,2370,For military purposes only.,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-04-16 00:00:00,,1,0 1307,Naparima 1972 to WGS 84 (3),transformation,4271,4326,NIMA-Tto Tob,3,1322,For military purposes only. Accuracy 15m in each axis.,9603,,,(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1998-04-16 00:00:00,,1,0 1308,NAD83 to WGS 84 (4),transformation,4269,4326,NGS-Usa ITRF94,4,1323,Historical record only - superseded - see remarks.,9607,,,Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-04-22 00:00:00,99.12 99.38,1,1 1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,9607,,,Mean of 69 stations. May be taken as approximate transformation DHDN to WGS 84 - see code 1673. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2000-10-19 00:00:00,2000.72,1,0 1310,Pulkovo 1942 to ETRS89 (1),transformation,4284,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,9607,,,Mean of 20 stations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2000-10-19 00:00:00,2000.72,1,1 1311,ED50 to WGS 84 (Common Offshore),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS petroleum purposes.,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,1998-06-30 00:00:00,98.27,1,0 1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,9614,,,Uses NTv1 method. Superseded in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2000-03-07 00:00:00,98.57 2000.14,1,0 1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,9615,,,Uses NTv2 data files. Supersedes NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2000-03-07 00:00:00,98.57 2000.14,1,0 1314,OSGB 1936 to WGS 84 (Petroleum),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.ifag.de,EPSG,2002-09-19 00:00:00,2002.62,1,0 1315,OSGB 1936 to ED50 (UKOOA),transformation,4277,4230,UKOOA-UKCS,1,2394,For oil exploration. Accuracy better than 4m and generally better than 2m.,9606,,,This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).,UK Offshore Operators Association.,EPSG,1998-11-11 00:00:00,,1,0 1316,Manoca to WGS 84 (1),transformation,4260,4326,SCS-Cmr,1,1060,?,9603,,,,Stolt Comex Seaway and Geoid for Elf.,EPSG,1998-11-11 00:00:00,,1,1 1317,Camacupa to WGS 72BE (1),transformation,4220,4324,GSI-Ago,1,1604,Oil exploration.,9603,,,Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1318,Camacupa to WGS 84 (1),transformation,4220,4326,CON-Ago B5,1,2316,Used for oil exploration by Conoco.,9603,,,,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1319,Camacupa to WGS 84 (2),transformation,4220,4326,TEX-Ago B2,2,2317,Used for oil exploration by Texaco.,9603,,,,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Used by Shell prior to 1994.,9606,,,Superseded by Camacupa to WGS 84 (9).,EPSG,EPSG,1998-12-14 00:00:00,98.56,1,0 1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Used for oil exploration.,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then superseded by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2000-03-07 00:00:00,2000.16,1,0 1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Used for oil exploration by Elf for block 3 up to December 1992 then Superseded by Camacupa to WGS 84 (7).,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1323,Camacupa to WGS 84 (6),transformation,4220,4326,ELF-Ago B7 old,6,2319,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,9603,,,Derived at Luanda observatory December 1992.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then Superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Used for oil exploration by Total for block 2 between December 1992 and 1994 then Superseded by Camacupa to WGS 84 (10).,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,9606,,,Supersedes Camacupa to WGS 84 (3).,EPSG,EPSG,1998-12-14 00:00:00,98.56,1,0 1327,Camacupa to WGS 84 (10),transformation,4220,4326,ELF-Ago N,10,2324,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 31-33.,9603,,,Derived at platform PAL F2 in 1994 by Topnav using Doris.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1328,Malongo 1987 to Mhast (1),transformation,4259,4264,CHV-Ago Cab,1,1317,Used for oil exploration.,9603,,,Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.,EPSG,EPSG,1998-11-11 00:00:00,,1,0 1329,Mhast to WGS 84 (1),transformation,4264,4326,CHV-Ago Cab,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",9603,,,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.",Chevron.,EPSG,1998-11-11 00:00:00,,1,0 1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",9603,,,Derived at Station Y in 1989 via WGS72.,Chevron.,EPSG,1998-11-11 00:00:00,,1,0 1331,EST92 to ETRS89 (1),transformation,4133,4258,UT-Est,1,1090,?,9607,,,,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,2000-10-19 00:00:00,2000.72,1,0 1332,Pulkovo 1942 to EST92 (1),transformation,4284,4133,UT-Est,1,1090,?,9607,,,,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,1998-12-14 00:00:00,,1,0 1333,EST92 to WGS 84 (1),transformation,4133,4326,UT-Est,1,1090,?,9607,,,,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,1998-12-14 00:00:00,,1,0 1334,Pulkovo 1942 to WGS 84 (12),transformation,4284,4326,UT-Est,12,1090,?,9607,,,,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,1998-12-14 00:00:00,,1,0 1335,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,9618,,,,http://vldb.gsi-mc.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,1998-12-12 00:00:00,,1,1 1336,Tokyo to WGS 84 (7),transformation,4301,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1337,Tokyo to WGS 84 (8),transformation,4301,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1338,Tokyo to WGS 84 (9),transformation,4301,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1339,Tokyo to WGS 84 (10),transformation,4301,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1340,Tokyo to WGS 84 (11),transformation,4301,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1341,Tokyo to WGS 84 (12),transformation,4301,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1342,Tokyo to WGS 84 (13),transformation,4301,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1343,Tokyo to WGS 84 (14),transformation,4301,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1344,Tokyo to WGS 84 (15),transformation,4301,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1345,Tokyo to WGS 84 (16),transformation,4301,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1346,Tokyo to WGS 84 (17),transformation,4301,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1347,Tokyo to WGS 84 (18),transformation,4301,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1348,Tokyo to WGS 84 (19),transformation,4301,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1349,Tokyo to WGS 84 (20),transformation,4301,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,99.77 2002.08,1,0 1350,Tokyo to WGS 84 (21),transformation,4301,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1351,Tokyo to WGS 84 (22),transformation,4301,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1352,Tokyo to WGS 84 (23),transformation,4301,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1353,Tokyo to WGS 84 (24),transformation,4301,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1354,Tokyo to WGS 84 (25),transformation,4301,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1355,Tokyo to WGS 84 (26),transformation,4301,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1356,Tokyo to WGS 84 (27),transformation,4301,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1357,Tokyo to WGS 84 (28),transformation,4301,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1358,Tokyo to WGS 84 (29),transformation,4301,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1359,Tokyo to WGS 84 (30),transformation,4301,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1360,Tokyo to WGS 84 (31),transformation,4301,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1361,Tokyo to WGS 84 (32),transformation,4301,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1362,Tokyo to WGS 84 (33),transformation,4301,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1363,Tokyo to WGS 84 (34),transformation,4301,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1364,Tokyo to WGS 84 (35),transformation,4301,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1365,Tokyo to WGS 84 (36),transformation,4301,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1366,Tokyo to WGS 84 (37),transformation,4301,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1367,Tokyo to WGS 84 (38),transformation,4301,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1368,Tokyo to WGS 84 (39),transformation,4301,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1369,Tokyo to WGS 84 (40),transformation,4301,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1370,Tokyo to WGS 84 (41),transformation,4301,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1371,Tokyo to WGS 84 (42),transformation,4301,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1372,Tokyo to WGS 84 (43),transformation,4301,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1373,Tokyo to WGS 84 (44),transformation,4301,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1374,Tokyo to WGS 84 (45),transformation,4301,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1375,Tokyo to WGS 84 (46),transformation,4301,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1376,Tokyo to WGS 84 (47),transformation,4301,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1377,Tokyo to WGS 84 (48),transformation,4301,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1378,Tokyo to WGS 84 (49),transformation,4301,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1379,Tokyo to WGS 84 (50),transformation,4301,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1380,Tokyo to WGS 84 (51),transformation,4301,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1381,Tokyo to WGS 84 (52),transformation,4301,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1382,Tokyo to WGS 84 (53),transformation,4301,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1383,Tokyo to WGS 84 (54),transformation,4301,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1384,Tokyo to WGS 84 (55),transformation,4301,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1385,Tokyo to WGS 84 (56),transformation,4301,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1386,Tokyo to WGS 84 (57),transformation,4301,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1387,Tokyo to WGS 84 (58),transformation,4301,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1388,Tokyo to WGS 84 (59),transformation,4301,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1389,Tokyo to WGS 84 (60),transformation,4301,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1390,Tokyo to WGS 84 (61),transformation,4301,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1391,Tokyo to WGS 84 (62),transformation,4301,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1392,Tokyo to WGS 84 (63),transformation,4301,4326,GSI-Jpn 352133,63,2482,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1393,Tokyo to WGS 84 (64),transformation,4301,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1394,Tokyo to WGS 84 (65),transformation,4301,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1395,Tokyo to WGS 84 (66),transformation,4301,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1396,Tokyo to WGS 84 (67),transformation,4301,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1397,Tokyo to WGS 84 (68),transformation,4301,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1398,Tokyo to WGS 84 (69),transformation,4301,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1399,Tokyo to WGS 84 (70),transformation,4301,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1400,Tokyo to WGS 84 (71),transformation,4301,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1401,Tokyo to WGS 84 (72),transformation,4301,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1402,Tokyo to WGS 84 (73),transformation,4301,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1403,Tokyo to WGS 84 (74),transformation,4301,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1404,Tokyo to WGS 84 (75),transformation,4301,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1405,Tokyo to WGS 84 (76),transformation,4301,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1406,Tokyo to WGS 84 (77),transformation,4301,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1407,Tokyo to WGS 84 (78),transformation,4301,4326,GSI-Jpn 344139,78,2497,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1408,Tokyo to WGS 84 (79),transformation,4301,4326,GSI-Jpn 344140,79,2498,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1409,Tokyo to WGS 84 (80),transformation,4301,4326,GSI-Jpn 340130,80,2499,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1410,Tokyo to WGS 84 (81),transformation,4301,4326,GSI-Jpn 340131,81,2500,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1411,Tokyo to WGS 84 (82),transformation,4301,4326,GSI-Jpn 340132,82,2501,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1412,Tokyo to WGS 84 (83),transformation,4301,4326,GSI-Jpn 340133,83,2502,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1413,Tokyo to WGS 84 (84),transformation,4301,4326,GSI-Jpn 340134,84,2503,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1414,Tokyo to WGS 84 (85),transformation,4301,4326,GSI-Jpn 340135,85,2504,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1415,Tokyo to WGS 84 (86),transformation,4301,4326,GSI-Jpn 340136,86,2505,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1416,Tokyo to WGS 84 (87),transformation,4301,4326,GSI-Jpn 340137,87,2506,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1417,Tokyo to WGS 84 (88),transformation,4301,4326,GSI-Jpn 340138,88,2507,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1418,Tokyo to WGS 84 (89),transformation,4301,4326,GSI-Jpn 332129,89,2508,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1419,Tokyo to WGS 84 (90),transformation,4301,4326,GSI-Jpn 332130,90,2509,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1420,Tokyo to WGS 84 (91),transformation,4301,4326,GSI-Jpn 332131,91,2510,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1421,Tokyo to WGS 84 (92),transformation,4301,4326,GSI-Jpn 332132,92,2511,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1422,Tokyo to WGS 84 (93),transformation,4301,4326,GSI-Jpn 332133,93,2512,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1423,Tokyo to WGS 84 (94),transformation,4301,4326,GSI-Jpn 332134,94,2513,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1424,Tokyo to WGS 84 (95),transformation,4301,4326,GSI-Jpn 332135,95,2514,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1425,Tokyo to WGS 84 (96),transformation,4301,4326,GSI-Jpn 332136,96,2515,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1426,Tokyo to WGS 84 (97),transformation,4301,4326,GSI-Jpn 324129,97,2516,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1427,Tokyo to WGS 84 (98),transformation,4301,4326,GSI-Jpn 324130,98,2517,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1428,Tokyo to WGS 84 (99),transformation,4301,4326,GSI-Jpn 324131,99,2518,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1429,Tokyo to WGS 84 (100),transformation,4301,4326,GSI-Jpn 324132,100,2519,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1430,Tokyo to WGS 84 (101),transformation,4301,4326,GSI-Jpn 324133,101,2520,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1431,Tokyo to WGS 84 (102),transformation,4301,4326,GSI-Jpn 324134,102,2521,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1432,Tokyo to WGS 84 (103),transformation,4301,4326,GSI-Jpn 320130,103,2522,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1433,Tokyo to WGS 84 (104),transformation,4301,4326,GSI-Jpn 320131,104,2523,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1434,Tokyo to WGS 84 (105),transformation,4301,4326,GSI-Jpn 320132,105,2524,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1435,Tokyo to WGS 84 (106),transformation,4301,4326,GSI-Jpn 312130,106,2525,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1436,Tokyo to WGS 84 (107),transformation,4301,4326,GSI-Jpn 312131,107,2526,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,2002.08,1,0 1437,RT90 to ETRS89 (1),transformation,4124,4258,NLS-Swe,1,1225,Accuracy 0.5m.,9607,,,"Derived at 22 points in 1993. Superseded by RT90 to SWEREF99 (1) (code 1895) from 2001. This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.",National Land Survey of Sweden.,EPSG,2002-09-19 00:00:00,99.11 2000.72 2002.48,1,0 1438,Fahud to WGS 84 (2),transformation,4232,4326,PDO-Omn,2,1183,Oil exploration.,9606,,,,Petroleum Development Oman,EPSG,1999-04-22 00:00:00,,1,0 1439,PSD93 to WGS 84 (1),transformation,4134,4326,PDO-Omn 97,1,1183,Oil exploration. Residuals 0.5m at 67% probability level.,9606,,,Superseded PSD93 to WGS 84 (2) (code 8581) in 1997.,Petroleum Development Oman,EPSG,2001-06-05 00:00:00,2000.28,1,0 1440,ED50 to WGS 84 (19),transformation,4230,4326,HEL-Grc,19,1106,Used in oil industry.,9603,,,,Geodesy Department; Hellenic Petroleum s.a.,EPSG,1999-04-22 00:00:00,,1,0 1441,Antigua 1943 to WGS 84 (1),transformation,4601,4326,DOS-Atg Ant,1,1273,?,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1442,Dominica 1945 to WGS 84 (1),transformation,4602,4326,DOS-Dma,1,1082,?,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1443,Grenada 1953 to WGS 84 (1),transformation,4603,4326,DOS-Grd,1,1108,?,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1444,Montserrat 1958 to WGS 84 (1),transformation,4604,4326,DOS-Msr,1,1165,Accuracy 5m in each axis.,9603,,,,NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain,EPSG,2002-09-19 00:00:00,2002.76,1,0 1445,St. Kitts 1955 to WGS 84 (1),transformation,4605,4326,DOS-Kna,1,1200,?,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1446,St. Lucia 1955 to WGS 84 (1),transformation,4606,4326,DOS-Lca,1,1201,?,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1447,Anguilla 1957 to WGS 84 (1),transformation,4600,4326,DOS-Aia,1,1030,?,9619,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 1450,ED50 to WGS 84 (20),transformation,4230,4326,NMA-Nor 6265W,20,2333,Oil exploration before 1997/2001.,9620,,,Valid 1991-1997. Superseded in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",EPSG,2000-03-07 00:00:00,2000.14,1,0 1451,NAD27(CGQ77) to NAD83 (1),transformation,4609,4269,SGQ-Can QC NT1,1,1368,Historic record only - now superseded - see remarks.,9614,,,Superseded by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-03-07 00:00:00,2000.14,1,0 1454,Old Hawaiian to NAD83 (1),transformation,4135,4269,NGS-Usa HI,1,1334,Accuracy at 67% confidence level is 0.2m.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from Old Hawaiian Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,2000.14,1,0 1455,St. Lawrence Island to NAD83 (1),transformation,4136,4269,NGS-Usa AK StL,1,1332,Accuracy 0.5m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Lawrence (code 4136) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Lawrence Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,2000.14,1,0 1456,St. Paul Island to NAD83 (1),transformation,4137,4269,NGS-Usa AK StP,1,1333,Accuracy 0.5m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Paul (code 4137) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Paul Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,2000.14,1,0 1457,St. George Island to NAD83 (1),transformation,4138,4269,NGS-Usa AK StG,1,1331,Accuracy 0.5m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. George (code 4138) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. George Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,2000.14,1,0 1458,AGD66 to GDA94 (2),transformation,4202,4283,Auslig-ACT 1m,2,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,9607,,,For higher accuracy requirements see AGD66 to GDA94 (10) (code 1596). May be taken as approximate transformation AGD66 to WGS 84 - see code 1665.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/regional.htm,EPSG,1999-05-25 00:00:00,,1,0 1459,AGD66 to GDA94 (3),transformation,4202,4283,Auslig-Tas 1m old,3,1282,1m accuracy.,9607,,,Superseded in 2000 by AGD66 to GDA94 (8) (code 1594). Differences are sub-metre.,GDA Technical Manual version Dec 1998. http://www.anzlic.org.au/icsm/gdatm/regional.htm,EPSG,1999-05-25 00:00:00,2000.68,1,0 1460,AGD66 to GDA94 (4),transformation,4202,4283,Auslig-NSW Vic 1m,4,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,9607,,,For higher accuracy requirements see AGD66 to GDA94 (10) (code 1596). May be taken as approximate transformation AGD66 to WGS 84 - see code 1666.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/regional.htm,EPSG,1999-05-25 00:00:00,,1,0 1461,Puerto Rico to NAD83 (1),transformation,4139,4269,NGS-PRVI,1,1335,Accuracy 0.05m at 67% confidence level.,9613,,,,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2000-03-07 00:00:00,2000.14,1,0 1462,NAD27 to NAD83 (5),transformation,4267,4269,SGQ-Can QC NT1,5,1368,Historic record only - now superseded - see remarks.,9614,,,Densification for Quebec of code 1312. Superseded by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-03-07 00:00:00,2000.14,1,0 1463,NAD27(76) to NAD83 (1),transformation,4608,4269,SGQ-Can Ont,1,1367,?,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(76) (code 4608) and NAD83 (code 4269) have longitudes positive east. May be taken as approximate transformation NAD27(76) to WGS 84 - see code 1690.,Geodetic Survey of Canada http://www.geod.emr.ca/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2000-03-07 00:00:00,2000.14,1,0 1464,AGD66 to GDA94 (5),transformation,4202,4283,OSG-Aus Vic old,5,2285,0.1m accuracy.,9615,,,Superseded by AGD66 to GDA94 (10) (code 1596) and then by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.osg.vic.gov.au/tools.htm,EPSG,2000-03-07 00:00:00,99.67 2000.14 2000.68,1,0 1466,NGO 1948 (Oslo) to NGO1948 (Greenwich),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,1999-11-12 00:00:00,99.79,1,1 1467,NTF (Paris) to NTF (Greenwich) (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,9601,,,,IGN Paris.,EPSG,1999-11-12 00:00:00,99.63 99.79,1,1 1468,NTF (Paris) to NTF (Greenwich) (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,9601,,,EPSG prefers value from IGN Paris (code 1467).,Royal Geographic Society; London,EPSG,1999-11-12 00:00:00,99.63 99.79,1,1 1469,Locodjo 1965 to WGS 84 (1),transformation,4142,4326,IGN-Civ,1,2282,?,9603,,,,IGN Paris,EPSG,1999-10-20 00:00:00,,1,0 1470,Abidjan 1987 to WGS 84 (1),transformation,4143,4326,IGN-Civ,1,2282,?,9603,,,,IGN Paris,EPSG,1999-10-20 00:00:00,,1,0 1471,MGI to WGS 84 (2),transformation,4312,4326,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,9606,,,,Bundesamt für Eich- und Vermessungswesen,EPSG,1999-10-20 00:00:00,,1,1 1472,ATS77 to NAD83(CSRS98) (1),transformation,4122,4140,GIC-Can NB,1,1447,?,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2000-10-19 00:00:00,2000.14 2000.66,1,1 1473,NAD83(CSRS98) to WGS 84 (1),transformation,4140,4326,EPSG-Can,1,1336,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,9603,,,For many purposes NAD83(CSRS98) can be considered to be coincident with WGS 84.,EPSG,EPSG,1999-10-20 00:00:00,,1,1 1474,NAD83 to NAD83(HARN) (1),transformation,4269,4152,NGS-Usa AL,1,1372,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1717.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1475,NAD83 to NAD83(HARN) (2),transformation,4269,4152,NGS-Usa AZ,2,1373,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1728.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1476,NAD83 to NAD83(HARN) (3),transformation,4269,4152,NGS-Usa CA n,3,2297,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1739.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1477,NAD83 to NAD83(HARN) (4),transformation,4269,4152,NGS-Usa CA s,4,2298,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1750.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1478,NAD83 to NAD83(HARN) (5),transformation,4269,4152,NGS-Usa CO,5,1376,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1712.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1479,NAD83 to NAD83(HARN) (6),transformation,4269,4152,NGS-Usa GA,6,1380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1713.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1480,NAD83 to NAD83(HARN) (7),transformation,4269,4152,NGS-Usa FL,7,1379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1714.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1481,NAD83 to NAD83(HARN) (8),transformation,4269,4152,NGS-Usa ID MT e,8,2382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1715.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1482,NAD83 to NAD83(HARN) (9),transformation,4269,4152,NGS-Usa ID MT w,9,2383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1716.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1483,NAD83 to NAD83(HARN) (10),transformation,4269,4152,NGS-Usa KY,10,1386,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1718.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1484,NAD83 to NAD83(HARN) (11),transformation,4269,4152,NGS-Usa LA,11,1387,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1719.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1485,NAD83 to NAD83(HARN) (12),transformation,4269,4152,NGS-Usa DE MD,12,2377,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1720.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1486,NAD83 to NAD83(HARN) (13),transformation,4269,4152,NGS-Usa ME,13,1388,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1721.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1487,NAD83 to NAD83(HARN) (14),transformation,4269,4152,NGS-Usa MI,14,1391,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1722.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1488,NAD83 to NAD83(HARN) (15),transformation,4269,4152,NGS-Usa MS,15,1393,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1723.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1489,NAD83 to NAD83(HARN) (16),transformation,4269,4152,NGS-Usa NE,16,1396,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1724.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1490,NAD83 to NAD83(HARN) (17),transformation,4269,4152,NGS-Usa NewEng,17,2378,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1725.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1491,NAD83 to NAD83(HARN) (18),transformation,4269,4152,NGS-Usa NM,18,1400,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1726.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1492,NAD83 to NAD83(HARN) (19),transformation,4269,4152,NGS-Usa NY,19,1401,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1727.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1493,NAD83 to NAD83(HARN) (20),transformation,4269,4152,NGS-Usa ND,20,1403,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1729.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1494,NAD83 to NAD83(HARN) (21),transformation,4269,4152,NGS-Usa OK,21,1405,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1730.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1495,NAD83 to NAD83(HARN) (22),transformation,4269,4152,NGS-PRVI,22,1335,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1731.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1496,NAD83 to NAD83(HARN) (23),transformation,4269,4152,NGS-Usa SD,23,1410,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1732.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1497,NAD83 to NAD83(HARN) (24),transformation,4269,4152,NGS-Usa TN,24,1411,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1733.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1498,NAD83 to NAD83(HARN) (25),transformation,4269,4152,NGS-Usa TX e,25,2379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1734.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1499,NAD83 to NAD83(HARN) (26),transformation,4269,4152,NGS-Usa TX w,26,2380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1735.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1500,NAD83 to NAD83(HARN) (27),transformation,4269,4152,NGS-Usa VA,27,1415,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1736.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1501,NAD83 to NAD83(HARN) (28),transformation,4269,4152,NGS-Usa OR WA,28,2381,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1737.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1502,NAD83 to NAD83(HARN) (29),transformation,4269,4152,NGS-Usa WI,29,1418,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1738.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1503,NAD83 to NAD83(HARN) (30),transformation,4269,4152,NGS-Usa WY,30,1419,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1740.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-03-07 00:00:00,99.931 2000.14,1,0 1504,Cape to Hartebeesthoek94 (1),transformation,4222,4148,DSM-Zaf,1,1215,?,9603,,,Also used to transform Cape to WGS 84 - see code 1129.,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-01-06 00:00:00,99.96,1,0 1505,Hartebeesthoek94 to WGS 84 (1),transformation,4148,4326,EPSG-Zaf,1,1215,For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.,9603,,,,EPSG,EPSG,2000-01-06 00:00:00,99.96,1,0 1506,AGD66 to GDA94 (6),transformation,4202,4283,OSG-Tas 0.1m,6,1282,0.1m accuracy.,9615,,,Superseded by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,EPSG,2000-03-07 00:00:00,2000.14,1,0 1507,AGD66 to GDA94 (7),transformation,4202,4283,Auslig-NT 0.1m,7,2284,0.1m accuracy.,9615,,,Superseded by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/chapter7.htm#high,EPSG,2000-03-07 00:00:00,2000.14,1,0 1508,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20 00:00:00,,1,1 1509,CH1903+ to CHTRF95 (1),transformation,4150,4151,BfL-CH,1,1286,For applications to an accuracy of 0.1 metres.,9603,,,This transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89. May be taken as approximate transformation CH1903+ to WGS 84 - see code 1676.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20 00:00:00,,1,0 1510,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,9603,,,These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20 00:00:00,,1,1 1511,CHTRF95 to WGS 84 (1),transformation,4151,4326,EPSG-CH,1,1286,For many purposes CHTRF95 can be considered to be coincident with WGS 84.,9603,,,,EPSG,EPSG,1999-10-20 00:00:00,,1,0 1512,Rassadiran to WGS 84 (1),transformation,4153,4326,TOT-Irn Taheri,1,1338,Oil industry engineering survey. Used only for terminal site.,9603,,,Derived in 1998 at Assaluyeh (Taheri refinery) by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,EPSG,1999-10-20 00:00:00,,1,0 1513,FD58 to WGS 84 (1),transformation,4132,4326,TOT-Irn Kangan,1,2362,Oil exploration.,9603,,,Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,EPSG,1999-10-20 00:00:00,,1,0 1514,ED50(ED77) to WGS 84 (1),transformation,4154,4326,NCCI-Irn,1,1123,?,9606,,,"Used for South Pars phases 6, 7 and 8.",National Cartographic Centre of Iran,EPSG,1999-10-20 00:00:00,,1,0 1515,NAD83 to WGS 84 (5),transformation,4269,4326,NGS-Usa ITRF96,5,1323,Geodesy.,9607,,,Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308)., http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-11-05 00:00:00,,1,1 1516,La Canoa to WGS 84 (1),transformation,4247,4326,LAG-Ven E,1,2363,Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.,9603,,,Also used for PSAD56 to WGS 84 transformations.,"Lagoven; Gonzalez Losano y Rodriguez; ""Determination de los Parametros de Transformacion para el Oriente del Pais""; VII Venezuelan Geophysical Congress; September 1994.",EPSG,1999-11-05 00:00:00,,1,0 1517,Conakry 1905 to WGS 84 (1),transformation,4315,4326,IGN-Gin,1,1112,?,9603,,,,IGN Paris,EPSG,1999-12-09 00:00:00,,1,0 1518,Dabola 1981 to WGS 84 (1),transformation,4155,4326,IGN-Gin,1,1112,Accuracy 25m in each axis.,9603,,,,NIMA TR8350.2 2nd edition via IGN Paris,EPSG,2002-09-19 00:00:00,2002.76,1,0 1519,Bern 1898 (Bern) to CH1903 (Greenwich),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,9601,,,,EPSG,EPSG,1999-12-09 00:00:00,,1,1 1520,NAD83 to NAD83(HARN) (31),transformation,4269,4152,NGS-Usa HI,31,1334,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1741.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1521,NAD83 to NAD83(HARN) (32),transformation,4269,4152,NGS-Usa IN,32,1383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1742.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2000-01-06 00:00:00,,1,0 1522,NAD83 to NAD83(HARN) (33),transformation,4269,4152,NGS-Usa KS,33,1385,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1743.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1523,NAD83 to NAD83(HARN) (34),transformation,4269,4152,NGS-Usa NV,34,1397,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1744.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1524,NAD83 to NAD83(HARN) (35),transformation,4269,4152,NGS-Usa OH,35,1404,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1745.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1525,NAD83 to NAD83(HARN) (36),transformation,4269,4152,NGS-Usa UT,36,1413,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1746.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1526,NAD83 to NAD83(HARN) (37),transformation,4269,4152,NGS-Usa WV,37,1417,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1747.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1527,Campo Inchauspe to WGS 84 (2),transformation,4221,4326,TOT-Arg Neu,2,2325,Oil exploration.,9603,,,Derived through ties at 2 stations (Cerro Colorado and Chihuido Sur) to 4 IGS stations,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1528,Chos Malal 1914 to Campo Inchauspe (1),transformation,4160,4221,TOT-Arg Neu,1,2325,Oil exploration. Accuracy 10 metres.,9603,,,Derived through common coordinates at 5 stations.,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1529,Hito XVIII to WGS 84 (1),transformation,4254,4326,TOT-Arg TdF,1,2357,Oil exploration.,9606,,,,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1530,NAD27 to WGS 84 (30),transformation,4267,4326,ICH-Cub,30,1077,?,9603,,,,Institut Cubano di Hidrografia (ICH),EPSG,2000-03-07 00:00:00,,1,0 1531,Nahrwan 1967 to WGS 84 (4),transformation,4270,4326,TOT-UAE Abk,4,2392,Oil exploration.,9603,,,,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1532,M'poraloko to WGS 84 (2),transformation,4266,4326,Elf-Gab94,2,1100,Oil exploration.,9603,,,Derived as mean of Doris determinations at 3 stations in Port Gentil area.,TotalFinaElf,EPSG,2000-03-07 00:00:00,,1,0 1533,Kalianpur 1937 to WGS 84 (2),transformation,4144,4326,TOT-Mmr Moat,2,2361,Oil exploration.,9603,,,,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1534,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nig S,3,2371,Oil exploration.,9606,,,,Shell Petroleum Development Company,EPSG,2000-03-07 00:00:00,,1,1 1536,Nahrwan 1967 to WGS 84 (5),transformation,4270,4326,B&R-Qat off,5,1346,Oil exploration.,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2000-03-07 00:00:00,2000.53,1,0 1537,Indian 1975 to WGS 84 (3),transformation,4240,4326,Fug-Tha,3,2358,Oil exploration.,9603,,,Derived in 1995 at point RTSD181.,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 1538,Carthage to WGS 84 (2),transformation,4223,4326,Elf-Tun,2,1489,Oil exploration.,9603,,,Derived at station Chaffar January 1995.,Total / Elf,EPSG,2000-03-07 00:00:00,,1,0 1539,South Yemen to Yemen NGN96 (1),transformation,4164,4163,IGN-Yem South,1,1340,?,9603,,,,IGN Paris,EPSG,2000-03-07 00:00:00,,1,0 1540,Yemen NGN96 to WGS 84 (1),transformation,4163,4326,IGN-Yem,1,1257,Accuracy better than 1 metre.,9603,,,,IGN Paris,EPSG,2000-03-07 00:00:00,,1,0 1541,Indian 1960 to WGS 72BE (1),transformation,4131,4324,PV-Vnm,1,1495,Oil exploration.,9603,,,Derived in Vung Tau area by Technical Navigation for Deminex in 1978.,PetroVietnam,EPSG,2000-03-07 00:00:00,,1,0 1542,Indian 1960 to WGS 84 (2),transformation,4131,4326,DMA-Vnm 16N,2,2359,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-03-07 00:00:00,,1,0 1543,Indian 1960 to WGS 84 (3),transformation,4131,4326,DMA-Vnm ConSon,3,2360,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-03-07 00:00:00,,1,0 1544,Hanoi 1972 to WGS 84 (1),transformation,4147,4326,BP-Vnm,1,1494,Oil exploration.,9603,,,Derived in Vung Tau area.,BP Amoco,EPSG,2000-03-07 00:00:00,,1,0 1545,Egypt 1907 to WGS 72 (1),transformation,4229,4322,MCE-Egy,1,1086,?,9603,,,,UK Mapping and Charting Establishment,EPSG,2000-03-07 00:00:00,,1,0 1546,Egypt 1907 to WGS 84 (3),transformation,4229,4326,Racal-Egy GoS,3,2341,Used for oil exploration by GUPCO.,9603,,,,Maridive,EPSG,2000-03-07 00:00:00,,1,0 1547,Bissau to WGS 84 (1),transformation,4165,4326,DMA-Gnb,1,1113,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,2000-03-07 00:00:00,,1,0 1548,SAD69 to WGS 84 (14),transformation,4291,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,EPSG,2000-03-07 00:00:00,,1,1 1549,Aratu to WGS 84 (1),transformation,4208,4326,PB-Bra Camp,1,2307,Oil exploration.,9603,,,,Petrobras.,EPSG,2000-03-07 00:00:00,,1,0 1550,Aratu to WGS 84 (2),transformation,4208,4326,PB-Bra TucN,2,2308,Oil exploration.,9603,,,,Petrobras.,EPSG,2000-03-07 00:00:00,,1,0 1551,Aratu to WGS 84 (3),transformation,4208,4326,PB-Bra TucC,3,2309,Oil exploration.,9603,,,,Petrobras.,EPSG,2000-03-07 00:00:00,,1,0 1552,Aratu to WGS 84 (4),transformation,4208,4326,PB-Bra TucS,4,2310,Oil exploration.,9603,,,,Petrobras.,EPSG,2000-03-07 00:00:00,,1,0 1553,NAD83 to NAD83(HARN) (38),transformation,4269,4152,NGS-Usa IL,38,1382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1748.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1554,NAD83 to NAD83(HARN) (39),transformation,4269,4152,NGS-Usa NJ,39,1399,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1749.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 1555,Naparima 1955 to WGS 84 (2),transformation,4158,4326,Amoco-Tto Trin,2,1339,Oil exploration.,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,2000-03-07 00:00:00,2000.351,1,0 1556,Naparima 1955 to WGS 84 (3),transformation,4158,4326,NIMA-Tto Trin,3,1339,For military purposes.,9603,,,Described by NIMA as Naparima 1972 to WGS 84. In Trinidad the source CRS is better known as Napaima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.,EPSG after U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2000-03-07 00:00:00,2000.351,1,0 1557,Malongo 1987 to WGS 84 (2),transformation,4259,4326,CHV-Ago Cab90,2,1317,Used for oil exploration by Chevron since 1990.,9603,,,Supersedes trf code 1330. Derived at station Y.,Chevron.,EPSG,2000-05-08 00:00:00,,1,0 1558,Korean 1995 to WGS 84 (1),transformation,4166,4326,NIMA-Kor,1,1135,For military purposes. Accuracy better than 1 metre.,9603,,,Derived at 5 stations.,NIMA TR8350.2 ftp://164.214.2.65/pub/gg/tr8350.2/changes.pdf,EPSG,2000-06-10 00:00:00,,1,0 1559,AGD84 to GDA94 (3),transformation,4203,4283,DOLA-Aus WA 0.1m old,3,1280,0.1m accuracy.,9615,,,Superseded by AGD84 to GDA94 (4) (code 1593) (binary file format error) and then by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,EPSG,2000-06-10 00:00:00,2000.68,1,1 1560,Nord Sahara 1959 to WGS 72BE (1),transformation,4307,4324,CGG-Alg HM,1,2393,Oil exploration.,9603,,,Derived at IGN monument CFP19 using Transit.,Various oil company sources.,EPSG,2000-06-23 00:00:00,,1,0 1561,Qatar 1974 to WGS 84 (1),transformation,4285,4326,DMA-Qat,1,1195,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2000-10-19 00:00:00,,1,0 1562,Qatar 1974 to WGS 84 (2),transformation,4285,4326,B&R-Qat off,2,2406,Oil exploration.,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2000-10-19 00:00:00,,1,0 1563,Qatar 1974 to WGS 84 (3),transformation,4285,4326,CGIS-Qat,3,1346,Oil exploration.,9603,,,Derived by Qatar Centre for GIS. See Qatar 1974 to WGS 84 (2) (code 1562) for transformation used by QGPC for offshore petroleum industry.,Qatar Centre for GIS,EPSG,2000-10-19 00:00:00,,1,0 1564,NZGD49 to WGS 84 (2),transformation,4272,4326,OSG-Nzl 4m,2,1175,Transformation accuracy about 4 metres.,9607,,,These parameter values are taken from NZGD49 to NZGD2000 (4) (code 1701) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the transformation. For improved accuracy use NZGD49 to WGS 84 (4) (code 1670).,Land Information New Zealand Office of Surveyor General policy statement 97/3.,EPSG,2000-10-19 00:00:00,,1,0 1565,NZGD2000 to WGS 84 (1),transformation,4167,4326,OSG-Nzl,1,1175,Assumes NZGD2000 is coincident to WGS 84 to the 1m accuracy level.,9603,,,,http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2000-10-19 00:00:00,,1,0 1566,NZGD49 to NZGD2000 (1),transformation,4272,4167,OSG-Nzl 5m,1,1175,5m accuracy.,9603,,,For better accuracy use NZGD49 to NZGD2000 (4) (code 1701) or NZGD49 to NZGD2000 (3) (code 1568).,http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2000-10-19 00:00:00,,1,0 1567,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,9607,,,4m accuracy. For better accuracy use NZGD49 to NZGD2000 (3) (code 1568),http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2000-10-19 00:00:00,,1,1 1568,NZGD49 to NZGD2000 (3),transformation,4272,4167,OSG-Nzl 1m,3,1175,0.2m accuracy.,9615,,,These same parameter values may be used to transform to WGS 84 - see NZGD49 to WGS 84 (4) (code 1670).,http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2000-10-19 00:00:00,,1,0 1569,Accra to WGS 84 (1),transformation,4168,4326,MCE-Gha,1,1104,Military survey,9603,,,Derived at 3 common points.,Ordnance Survey International,EPSG,2000-10-19 00:00:00,,1,0 1570,Accra to WGS 72BE (1),transformation,4168,4324,GSI-Gha,1,1505,Oil exploration.,9603,,,Derived be single point Transit observation at several locations.,Various oil industry sources,EPSG,2000-10-19 00:00:00,,1,0 1571,Amersfoort to ETRS89 (1),transformation,4258,4326,NCG-Nld 2000,1,1172,Accuracy 0.5m,9607,,,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.ifag.de/,EPSG,2000-10-19 00:00:00,,1,1 1572,NAD83 to NAD83(CSRS98) (1),transformation,4269,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-10-19 00:00:00,,1,1 1573,NAD27 to NAD83 (6),transformation,4267,4269,SGQ-Can QC NT2,6,1368,Accuracy 1-2 metres.,9615,,,Supersedes NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-10-19 00:00:00,,1,0 1574,NAD27 to NAD83(CSRS98) (1),transformation,4267,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-10-19 00:00:00,,1,1 1575,NAD27(CGQ77) to NAD83 (2),transformation,4609,4269,SGQ-Can QC NT2,2,1368,Accuracy 1-2 metres.,9615,,,Supersedes NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-10-19 00:00:00,,1,0 1576,NAD27(CGQ77) to NAD83(CSRS98) (1),transformation,4609,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2000-10-19 00:00:00,,1,1 1577,American Samoa 1962 to WGS 84 (1),transformation,4169,4326,NIMA-Asm,1,1027,For military purposes. One sigma uncertainty is 25m in each axis.,9603,,,Transformation based on observations at 2 stations in 1993.,NIMA TR8350.2 revision of January 2000.,EPSG,2000-10-19 00:00:00,,1,0 1578,American Samoa 1962 to NAD83(HARN) (1),transformation,4169,4152,NGS-Asm W,1,2288,Geodetic survey. No accuracy stated.,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4159) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2000-10-19 00:00:00,,1,0 1579,American Samoa 1962 to NAD83(HARN) (2),transformation,4169,4152,NGS-Asm E,2,2289,Geodetic survey. No accuracy stated.,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4159) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2000-10-19 00:00:00,,1,0 1580,NAD83(HARN) to WGS 84 (1),transformation,4152,4326,EPSG-Usa,1,2424,Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.,9603,,,For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.,EPSG,EPSG,2000-10-19 00:00:00,,1,0 1581,SIRGAS to WGS 84 (1),transformation,4170,4326,NIMA-S America,1,1341,For military purposes.,9603,,,,NIMA TR8350.2 revision of January 2000.,EPSG,2000-10-19 00:00:00,2001.33,1,0 1582,PSAD56 to WGS 84 (10),transformation,4248,4326,TOT-Bol Mad,10,2400,Oil exploration.,9603,,,Derived May 1995 by Geoid for Total. OSU91A geoid model used.,TotalFinaElf,EPSG,2000-10-19 00:00:00,,1,0 1583,PSAD56 to WGS 84 (11),transformation,4248,4326,TOT-Bol B20,11,2401,Oil exploration.,9603,,,Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.,Total-Fina,EPSG,2000-10-19 00:00:00,,1,0 1584,Deir ez Zor to WGS 72BE (1),transformation,4227,4324,GECO-Syr,1,2329,Oil exploration.,9603,,,Derived by Transit at station 254 Deir.,Elf,EPSG,2000-10-19 00:00:00,,1,0 1585,Deir ez Zor to WGS 84 (2),transformation,4227,4326,IGN-Syr,2,1227,?,9603,,,,IGN Paris,EPSG,2000-10-19 00:00:00,,1,0 1586,Deir ez Zor to WGS 84 (3),transformation,4227,4326,SHL-Syr Whal,3,2327,Oil exploration.,9606,,,Derived in 1995.,Elf,EPSG,2000-10-19 00:00:00,,1,0 1587,Deir ez Zor to WGS 84 (4),transformation,4227,4326,ELF-Syr Shad,4,2328,Oil exploration.,9603,,,Derived at four stations by Topnav in 1997.,Elf,EPSG,2000-10-19 00:00:00,,1,0 1588,ED50 to ETRS89 (1),transformation,4230,4258,NMA-Nor N65 1997,1,2332,Accuracy 1m.,9606,,,Included in Statens Kartverk programme wsktrans from 1997. The same parameter values were adopted for ED50 to WGS84 (variant 23) transformation offshore Norway north of 62N from April 2001 - see code 1612.,Statens Kartverk.,EPSG,2001-06-05 00:00:00,2001.06,1,0 1589,ED50 to ETRS89 (3),transformation,4230,4258,NMA-Nor 6265W,3,2333,Accuracy 2m.,9620,,,Included in Statens Kartverk programme wsktrans from 1997. See ED50 to WGS84 (23) (code 1612) for a simpler transformation accurate to better than 4m.,Statens Kartverk,EPSG,2000-10-19 00:00:00,,1,0 1590,ED50 to WGS 84 (22),transformation,4230,4326,NMA-Nor 6265W 1997,22,2333,Oil exploration before 2001.,9620,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Superseded ED50 to WGS 84 (20) (code 1450) in 1997. Superseded by ED50 to WGS 84 (23) (code 1612) in April 2001.,Statens Kartverk.,EPSG,2000-10-19 00:00:00,,1,0 1591,RGF93 to ETRS89 (1),transformation,4171,4258,IGN-Fra,1,1096,RGF93 is a regional realisation of ETRS89.,9603,,,May be taken as approximate transformation RGF93 to WGS 84 - see code 1671.,TotalFinaElf,EPSG,2000-10-10 00:00:00,,1,0 1592,Timbalai 1948 to WGS 84 (2),transformation,4298,4326,BSP-Brn,2,2348,Offshore oil exploration.,9603,,,These parameters produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (3) (code 1615).,Brunei Shell Petroleum,EPSG,2000-10-19 00:00:00,2002.70,1,0 1593,AGD84 to GDA94 (4),transformation,4203,4283,DOLA-Aus WA 0.1m,4,1280,0.1m accuracy.,9615,,,Replaced AGD84 to GDA94 (3) (code 1559) but then superseded by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,EPSG,2000-10-19 00:00:00,,1,0 1594,AGD66 to GDA94 (8),transformation,4202,4283,OSG-Tas 1m,8,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,9607,,,Supersedes AGD66 to GDA94 (3) (code 1459) from August 2000. For higher accuracy requirements see AGD66 to GDA94 (6) (code 1506). May be taken as approximate transformation AGD66 to WGS 84 - see code 1667.,GDA Technical Manual (August 2000 revision) and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,EPSG,2000-10-19 00:00:00,,1,0 1595,AGD66 to GDA94 (9),transformation,4202,4283,Auslig-NT 1m,9,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,9607,,,For higher accuracy requirements see AGD66 to GDA94 (7) (code 1507). May be taken as approximate transformation AGD66 to WGS 84 - see code 1668.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/regional.htm,EPSG,2000-10-19 00:00:00,,1,0 1596,AGD66 to GDA94 (10),transformation,4202,4283,OSG-Aus SE 0.1m,10,2287,0.1m accuracy.,9615,,,In Victoria supersedes AGD66 to GDA94 (5) (code 1464). Superseded by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.osg.vic.gov.au/tools.htm,EPSG,2000-10-19 00:00:00,,1,0 1597,Bogota 1975 to WGS 84 (2),transformation,4218,4326,BP-Col CusCup,2,2315,Oil exploration.,9603,,,Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.,Various industry sources,EPSG,2000-10-19 00:00:00,,1,0 1598,POSGAR to WGS 84 (1),transformation,4172,4326,EPSG-Arg,1,1033,?,9603,,,,EPSG,EPSG,2000-10-19 00:00:00,,1,1 1599,ATS77 to NAD83(CSRS98) (2),transformation,4122,4140,PEI DOT-Can PEI,2,1533,?,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,EPSG,2000-10-19 00:00:00,,1,1 1600,NAD27 to NAD83(CSRS98) (2),transformation,4267,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19 00:00:00,,1,1 1601,NAD83 to NAD83(CSRS98) (2),transformation,4269,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19 00:00:00,,1,1 1602,NAD83 to NAD83(CSRS98) (3),transformation,4267,4140,AB Env-Can AB,2,2376,Accuracy 1-2 metres.,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca,EPSG,2000-10-19 00:00:00,,1,1 1603,NAD27 to ATS77 (1),transformation,4267,4122,SNB-Can NB,1,1447,?,9634,,,For reverse transformation see ATS77 to NAD27 (1) (code 1948),Survey of New Brunswick,EPSG,2003-02-25 00:00:00,2003.08,1,0 1604,NAD27 to ATS77 (2),transformation,4267,4122,SNB-Can NS,2,2313,?,9634,,,For reverse transformation see ATS77 to NAD27 (2) (code 1948).,Survey of New Brunswick,EPSG,2003-02-25 00:00:00,2003.08,1,0 1605,NAD27 to ATS77 (3),transformation,4267,4122,SNB-Can PEI,3,1533,?,9634,,,For reverse transformation see ATS77 to NAD27 (3) (code 1949).,Survey of New Brunswick,EPSG,2003-02-25 00:00:00,2003.08,1,0 1606,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2000-10-19 00:00:00,,1,1 1607,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2000-10-19 00:00:00,,1,1 1608,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2000-10-19 00:00:00,,1,1 1609,BD72 to WGS 84 (1),transformation,4313,4326,IGN-Bel 7,1,1044,For applications to an accuracy of 1 metre.,9607,,,,IGN Brussels www.ngi.be/FR/FR2-1-5-1.shtm,EPSG,2000-10-19 00:00:00,,1,0 1610,BD72 to WGS 84 (2),transformation,4313,4326,IGN-Bel 3,2,1044,For applications to an accuracy of 5 metres.,9603,,,,IGN Brussels www.ngi.be/FR/FR2-1-5-1.shtm,EPSG,2000-10-19 00:00:00,,1,0 1611,IRENET95 to ETRS89 (1),transformation,4173,4258,OSI-Ire,1,1305,?,9603,,,May be taken as approximate transformation IRENET95 to WGS 84 - see code 1678.,Ordnance Survey of Ireland,EPSG,2000-10-19 00:00:00,,1,0 1612,ED50 to WGS 84 (23),transformation,4230,4326,EPSG-Nor N62 2001,23,2601,Oil industry offshore.,9606,,,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it superseded code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",EPSG Guidance Note #10,EPSG,2001-06-05 00:00:00,,1,0 1613,ED50 to WGS 84 (24),transformation,4230,4326,EPSG-Nor S62 2001,24,2334,Approximation to 1 metre for oil industry use.,9606,,,"Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8046. 8046 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.",EPSG Guidance Note #10,EPSG,2001-06-05 00:00:00,,1,0 1614,Sierra Leone 1968 to WGS 84 (1),transformation,4175,4326,NIMA-Sle,1,1209,Accuracy +/- 15m in each axis.,9603,,,Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.,"NIMA TR8350.2 revision 3, 1997.",EPSG,2001-06-05 00:00:00,,1,0 1615,Timbalai 1948 to WGS 84 (3),transformation,4298,4326,SD-Brn,3,2349,Topographic and engineering survey onshore.,9603,,,These parameters produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).,Brunei Survey Department,EPSG,2001-06-05 00:00:00,,1,0 1616,PSD93 to WGS 72 (1),transformation,4134,4322,PDO-Omn 93,1,1183,Oil exploration. Residuals 1.2m at 67% probability level.,9606,,,,Petroleum Development Oman,EPSG,2001-06-05 00:00:00,,1,0 1617,PSD93 to WGS 84 (3),transformation,4134,4326,Tot-Omn 95,3,2404,Oil exploration.,9606,,,Accuracy better than 0.5m in block 4.,TotalFinaElf,EPSG,2001-06-05 00:00:00,,1,0 1618,MGI to WGS 84 (3),transformation,4312,4326,BEV-Aut,3,1037,For applications to an accuracy of 1.5 metres.,9606,,,Same transformation parameters but to lesser precision used for MGI to ETRS89 (1) (code 1619).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics http://crs.ifag.de,EPSG,2001-06-05 00:00:00,,1,0 1619,MGI to ETRS89 (1),transformation,4312,4258,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,9606,,,Same transformation parameters but to greater precision used for MGI to WGS 84 (3) (code 1618).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1620,MGI to ETRS89 (2),transformation,4312,4258,DGU-Hrv,2,1076,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1621.,Drzavna Geodetska Uprava via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1621,MGI to WGS 84 (4),transformation,4312,4326,EPSG-Hrv,4,1076,For applications to an accuracy of 1 metre.,9606,,,Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1622,S-JTSK to ETRS89 (1),transformation,4156,4258,CUZK-Cze,1,1079,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1623.,Cesky Urad Zememericky a Katastraln via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1623,S-JTSK to WGS 84 (1),transformation,4156,4326,EPSG-Cze,1,1079,For applications to an accuracy of 1 metre.,9606,,,Parameter values from S-JTSK to ETRS89 (1) (code 1622). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1624,S-JTSK to ETRS89 (2),transformation,4156,4258,UGKK-Svk,2,1211,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1625.,"Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.ifag.de/",EPSG,2001-06-05 00:00:00,,1,0 1625,S-JTSK to WGS 84 (2),transformation,4156,4326,EPSG-Svk,2,1211,For applications to an accuracy of 1 metre.,9606,,,Parameter values from S-JTSK to ETRS89 (2) (code 1624). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1626,ED50 to ETRS89 (4),transformation,4230,4258,KMS-Dnk,4,1080,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1627.,Kort & Matrikelstyrelsen via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1627,ED50 to WGS 84 (25),transformation,4230,4326,EPSG-Dnk,25,1080,For applications to an accuracy of 1 metre.,9606,,,Parameter values from ED50 to ETRS89 (4) (code 1626). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1628,ED50 to ETRS89 (5),transformation,4230,4258,DGC-Gib,5,1105,For applications to an accuracy of 1 metre.,9603,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1629.,UK Defence Geographic and Imagery Intelligence Agency via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1629,ED50 to WGS 84 (26),transformation,4230,4326,EPSG-Gib,26,1105,For applications to an accuracy of 1 metre.,9603,,,Parameter values from ED50 to ETRS89 (5) (code 1628). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1630,ED50 to ETRS89 (6),transformation,4230,4258,CNIG-Esp Bal,6,2335,For applications to an accuracy of 1.5 metres.,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1631.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1631,ED50 to WGS 84 (27),transformation,4230,4326,EPSG-Esp Bal,27,2335,For applications to an accuracy of 1.5 metres.,9606,,,Parameter values from ED50 to ETRS89 (6) (code 1630). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1632,ED50 to ETRS89 (7),transformation,4230,4258,CNIG-Esp,7,2336,For applications to an accuracy of 1.5 metres.,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1633.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1633,ED50 to WGS 84 (28),transformation,4230,4326,EPSG-Esp,28,2336,For applications to an accuracy of 1.5 metres.,9606,,,Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1634,ED50 to ETRS89 (8),transformation,4230,4258,CNIG-Esp NW,8,2337,For applications to an accuracy of 1.5 metres.,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1635.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1635,ED50 to WGS 84 (29),transformation,4230,4326,EPSG-Esp NW,29,2337,For applications to an accuracy of 1.5 metres.,9606,,,Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1638,KKJ to ETRS89 (1),transformation,4123,4258,NLS-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,9606,,,May be taken as approximate transformation KKJ to WGS 84 - see code 1639.,National Land Survey of Finland via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1639,KKJ to WGS 84 (1),transformation,4123,4326,EPSG-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,9606,,,Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1640,TM65 to ETRS89 (1),transformation,4299,4258,OSI-Ire,1,1305,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation TM65 to WGS 84 - see code 1641.,Ordnance Survey Ireland via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,1 1641,TM65 to WGS 84 (2),transformation,4299,4326,EPSG-Ire,2,1125,For applications to an accuracy of 1 metre.,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",EPSG,EPSG,2003-06-27 00:00:00,2002.621,1,0 1642,Luxembourg 1930 to ETRS89 (1),transformation,4181,4258,ACT-Lux,1,1146,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1643.,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1643,Luxembourg 1930 to WGS 84 (1),transformation,4181,4326,EPSG-Lux,1,1146,For applications to an accuracy of 1 metre.,9606,,,Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1644,Pulkovo 1942(58) to ETRS89 (1),transformation,4179,4258,GUGK-Pol,1,1192,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 1645.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1645,Pulkovo 1942(58) to WGS 84 (1),transformation,4179,4326,EPSG-Pol,1,1192,For applications to an accuracy of 1 metre.,9606,,,Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1646,CH1903 to ETRS89 (1),transformation,4149,4258,BfL-Che,1,1286,Accuracy 1.5 metres.,9603,,,These parameters are strictly from CH1903+ to CHTRF95 or ETRS89 but are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network. They are given to full precision as CH1903 to WGS 84 (1) (code 1510).,Bundesamt für Landestopographie via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1647,CH1903+ to ETRS89 (1),transformation,4150,4258,BfL-Che,1,1286,For applications to an accuracy of 0.1 metres.,9603,,,This transformation is also given as CH1903+ to CHTRF95 (1) (code 1509). CHTRF95 is a local realisation of ETRS89.,Bundesamt für Landestopographie via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1648,EST97 to ETRS89 (1),transformation,4180,4258,NLB-Est,1,1090,EST97 is a realisation of ETRS89.,9603,,,May be taken as approximate transformation EST97 to WGS 84 - see code 1649.,Estonian National Land Board via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1649,EST97 to WGS 84 (1),transformation,4180,4326,EPSG-Est,1,1090,For applications to an accuracy of 1 metre.,9603,,,Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1650,ED50 to ETRS89 (10),transformation,4230,4258,IGN-Fra,10,1096,For applications to an accuracy of 2 metres.,9603,,,These same parameter values are used to transform to WGS 84. See ED50 to WGS 84 (17) (code 1275).,Institut Geographique National via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1651,NTF to ETRS89 (1),transformation,4275,4258,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,9603,,,These same parameter values are used to transform to WGS 84. See NTF to WGS 84 (1) (code 1193).,Institut Geographique National via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1652,BD72 to ETRS89 (1),transformation,4313,4258,IGN-Bel,1,1044,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation BD72 to WGS 84 - see code 1609.,Institut Geographique National via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1653,NGO 1948 to ETRS89 (1),transformation,4273,4258,SKV-Nor,1,1352,For applications to an accuracy of 3 metres.,9606,,,May be taken as approximate transformation NGO 1948 to WGS 84 - see code 1654.,Statens Kartverk via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1654,NGO 1948 to WGS 84 (1),transformation,4273,4326,EPSG-Nor,1,1352,For applications to an accuracy of 3 metres.,9606,,,Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1655,Lisbon to ETRS89 (1),transformation,4207,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,9606,,,Derived in 2000 at 8 stations. Superseded by 2001 derivation (code 1997).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/,EPSG,2003-12-23 00:00:00,2003.233 2003.234,1,0 1656,Lisbon to WGS 84 (1),transformation,4207,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,9606,,,Parameter values from Lisbon to ETRS89 (1) (code 1655). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,2002.72,1,1 1657,Datum 73 to ETRS89 (1),transformation,4274,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,9606,,,Derived in 2000 at 8 stations. Superseded by 2001 derivation (code 1992).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/,EPSG,2003-12-23 00:00:00,2003.233,1,0 1658,Datum 73 to WGS 84 (1),transformation,4274,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,9606,,,Parameter values from Datum 73 to ETRS89 (1) (code 1657). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,1 1659,Monte Mario to ETRS89 (1),transformation,4265,4258,IGM-Ita main,1,2372,Accuracy: 4 metres,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1660.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1660,Monte Mario to WGS 84 (4),transformation,4265,4326,EPSG-Ita main,4,2372,Accuracy: 4 metres,9606,,,Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1661,Monte Mario to ETRS89 (2),transformation,4265,4258,IGM-Ita Sar,2,2339,Accuracy: 4 metres,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1662.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1662,Monte Mario to WGS 84 (2),transformation,4265,4326,EPSG-Ita Sar,2,2339,Accuracy: 4 metres,9606,,,Parameter values from Monte Mario to ETRS89 (2) (code 1661). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1663,Monte Mario to ETRS89 (3),transformation,4265,4258,IGM-Ita Sic,3,2340,Accuracy: 4 metres,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1664.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 1664,Monte Mario to WGS 84 (3),transformation,4265,4326,EPSG-Ita Sic,3,2340,Accuracy: 4 metres,9606,,,Parameter values from Monte Mario to ETRS89 (3) (code 1663). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 1665,AGD66 to WGS 84 (12),transformation,4202,4326,EPSG-ACT 1m,12,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,9607,,,Parameter values from AGD66 to GDA94 (2) (code 1458). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1666,AGD66 to WGS 84 (13),transformation,4202,4326,EPSG-NSW Vic 1m,13,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,9607,,,Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1667,AGD66 to WGS 84 (14),transformation,4202,4326,EPSG-Tas 1m,14,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,9607,,,Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1668,AGD66 to WGS 84 (15),transformation,4202,4326,EPSG-NT 1m,15,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,9607,,,Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1669,AGD84 to WGS 84 (7),transformation,4203,4326,EPSG-Aus 1m,7,1036,1m accuracy.,9607,,,Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Supersedes AGD84 to WGS 84 (2) (code 1236).,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1670,NZGD49 to WGS 84 (3),transformation,4272,4326,EPSG-Nzl 1m,3,1175,Accuracy about 1m.,9615,,,Parameter file is from NZGD49 to NZGD2000 (3) (code 1568) and assumes WGS 84 is coincident with NZGD2000 to the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1671,RGF93 to WGS 84 (1),transformation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level.,9603,,,Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1672,Amersfoort to WGS 84 (2),transformation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level.,9607,,,Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,EPSG,EPSG,2002-12-09 00:00:00,2002.90,1,0 1673,DHDN to WGS 84 (1),transformation,4314,4326,EPSG-Deu W,1,2326,For applications with an accuracy at 5 m level.,9607,,,Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1674,Pulkovo 1942(83) to ETRS89 (1),transformation,4178,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,9607,,,Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations. Superseded in 2001 by code 1775.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2001-08-15 00:00:00,,1,0 1675,Pulkovo 1942(83) to WGS 84 (1),transformation,4178,4326,EPSG-Deu E,1,1343,Residuals under 2 m.,9607,,,Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1676,CH1903+ to WGS 84 (1),transformation,4150,4326,BfL-CH,1,1286,Approximation at the +/- 1m level.,9603,,,Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1677,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level.,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,1 1678,IRENET95 to WGS 84 (1),transformation,4173,4326,EPSG-Ire,1,1305,Approximation at the +/- 1m level.,9603,,,Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1679,Pulkovo 1942 to WGS 84 (2),transformation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level.,9607,,,Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1680,RT90 to WGS 84 (1),transformation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level.,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Superseded by RT90 to WGS 84 (2) (code 1896) from 2001.,EPSG,EPSG,2002-09-19 00:00:00,2002.48,1,0 1681,OSGB 1936 / British National Grid to WGS 84 (1),transformation,27700,4326,EPSG-Gbr,1,1264,Accuracy about 0.5m.,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (1) (code 1036) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Superseded by OSGB 1936 / British National Grid to WGS 84 (1) (code 1040).,EPSG,EPSG,2001-08-15 00:00:00,,1,1 1682,South Yemen to WGS 84 (1),transformation,4164,4326,EPSG-Yem South,1,1340,Approximation at the +/- 1m level.,9603,,,Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1683,Tete to WGS 84 (1),transformation,4127,4326,EPSG-Moz,1,1167,Residuals as high as 30 metres.,9607,,,Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1684,Tete to WGS 84 (2),transformation,4127,4326,EPSG-Moz A,2,2350,Residuals are generally under 1 metre.,9607,,,Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1685,Tete to WGS 84 (3),transformation,4127,4326,EPSG-Moz B,3,2351,Residuals are generally under 4 metres.,9607,,,Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1686,Tete to WGS 84 (4),transformation,4127,4326,EPSG-Moz C,4,2352,Residuals are generally under 3 metres.,9607,,,Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1687,Tete to WGS 84 (5),transformation,4127,4326,EPSG-Moz D,5,2353,Residuals are 5-10 metres.,9607,,,Parameter values taken from Tete to Moznet (5) (code 1301) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1688,ATS77 to WGS 84 (1),transformation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level.,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (1) (code 1841) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1689,ATS77 to WGS 84 (2),transformation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level.,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (2) (code 1846) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1690,NAD27(76) to WGS 84 (1),transformation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD27(76) to NAD83 (1) (code 1463) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1691,NAD27(CGQ77) to WGS 84 (3),transformation,4609,4326,EPSG-Can Qc NT2,3,1368,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD27(CGQ77) to NAD83(CSRS) (1) (code 1845) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1692,NAD27 to WGS 84 (34),transformation,4267,4326,EPSG-Can QC,34,1368,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1844) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1693,NAD27 to WGS 84 (33),transformation,4267,4326,EPSG-Can,33,1061,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD27 to NAD83 (4) (code 1313) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1694,American Samoa 1962 to WGS 84 (2),transformation,4169,4326,EPSG-Asm W,2,2288,Accuracy 1m.,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (1) (code 1578), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2001-08-15 00:00:00,,1,0 1695,American Samoa 1962 to WGS 84 (3),transformation,4169,4326,EPSG-Asm E,3,2289,Accuracy 1m.,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (2) (code 1579), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2001-08-15 00:00:00,,1,0 1696,NAD83 to WGS 84 (6),transformation,4269,4326,EPSG-Can QC,6,1368,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (1) (code 1843) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1697,NAD83 to WGS 84 (7),transformation,4269,4326,EPSG-Can SK,7,2375,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD83 to NAD83(CSRS8) (2) (code 1848) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1698,St. George Island to WGS 84 (1),transformation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1 to 2m level.,9613,,,Parameter files are from St. George Island to NAD83 (1) (code 1457) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1699,St. Lawrence Island to WGS 84 (1),transformation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1 to 2m level.,9613,,,Parameter files are from St. Lawrence Island to NAD83 (1) (code 1455) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1700,St. Paul Island to WGS 84 (1),transformation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1 to 2m level.,9613,,,Parameter files are from St. Paul Island to NAD83 (1) (code 1456) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1701,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,9607,,,For better accuracy use NZGD49 to NZGD2000 (3) (code 1568).,http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2001-08-28 00:00:00,,1,0 1702,NAD83 to WGS 84 (8),transformation,4269,4326,EPSG-Can AB,8,2376,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (3) (code 1849) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation. This file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some sodtware.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1703,NAD27 to WGS 84 (32),transformation,4267,4326,EPSG-Can SK,32,2375,Approximation at the +/- 1m level.,9615,,,Parameter file is from NAD27 to NAD83(CSRS98) (1) (code 1600) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1704,NAD83 to NAD83(HARN) (40),transformation,4269,4152,NGS-Usa AR,40,1374,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1708.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 1705,NAD83 to NAD83(HARN) (41),transformation,4269,4152,NGS-Usa IA,41,1384,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1709.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 1706,NAD83 to NAD83(HARN) (42),transformation,4269,4152,NGS-Usa MN,42,1392,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1710.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 1707,NAD83 to NAD83(HARN) (43),transformation,4269,4152,NGS-Usa MO,43,1394,Geodetic survey. Accuracy 0.05m at 67% confidence level.,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1711.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 1708,NAD83 to WGS 84 (12),transformation,4269,4326,EPSG-USA Ar,12,1374,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (40) (code 1704) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1709,NAD83 to WGS 84 (13),transformation,4269,4326,EPSG-Usa IA,13,1384,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (41) (code 1705) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1710,NAD83 to WGS 84 (14),transformation,4269,4326,EPSG-Usa MN,14,1392,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (42) (code 1706) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1711,NAD83 to WGS 84 (15),transformation,4269,4326,EPSG-Usa MO,15,1394,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (43) (code 1707) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1712,NAD83 to WGS 84 (16),transformation,4269,4326,EPSG-Usa CO,16,1376,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (5) (code 1478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1713,NAD83 to WGS 84 (17),transformation,4269,4326,EPSG-Usa GA,17,1380,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (6) (code 1479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1714,NAD83 to WGS 84 (18),transformation,4269,4326,EPSG-Usa FL,18,1379,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (7) (code 1480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1715,NAD83 to WGS 84 (19),transformation,4269,4326,EPSG-Usa ID MT e,19,2382,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (8) (code 1481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1716,NAD83 to WGS 84 (20),transformation,4269,4326,EPSG-Usa ID MT w,20,2383,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (9) (code 1482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1717,NAD83 to WGS 84 (21),transformation,4269,4326,EPSG-Usa AL,21,1372,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (1) (code 1474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1718,NAD83 to WGS 84 (22),transformation,4269,4326,EPSG-Usa KY,22,1386,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (10) (code 1483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1719,NAD83 to WGS 84 (23),transformation,4269,4326,EPSG-Usa LA,23,1387,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (11) (code 1484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1720,NAD83 to WGS 84 (24),transformation,4269,4326,EPSG-Usa DE MD,24,2377,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (12) (code 1485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1721,NAD83 to WGS 84 (25),transformation,4269,4326,EPSG-Usa ME,25,1388,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (13) (code 1486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1722,NAD83 to WGS 84 (26),transformation,4269,4326,EPSG-Usa MI,26,1391,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (14) (code 1487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1723,NAD83 to WGS 84 (27),transformation,4269,4326,EPSG-Usa MS,27,1393,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (15) (code 1488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1724,NAD83 to WGS 84 (28),transformation,4269,4326,EPSG-Usa NE,28,1396,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (16) (code 1489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1725,NAD83 to WGS 84 (29),transformation,4269,4326,EPSG-Usa NewEng,29,2378,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (17) (code 1490) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1726,NAD83 to WGS 84 (30),transformation,4269,4326,EPSG-Usa NM,30,1400,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (18) (code 1491) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1727,NAD83 to WGS 84 (31),transformation,4269,4326,EPSG-Usa NY,31,1401,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (19) (code 1492) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1728,NAD83 to WGS 84 (32),transformation,4269,4326,EPSG-Usa AZ,32,1373,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (2) (code 1475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1729,NAD83 to WGS 84 (33),transformation,4269,4326,EPSG-Usa ND,33,1403,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (20) (code 1493) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1730,NAD83 to WGS 84 (34),transformation,4269,4326,EPSG-Usa OK,34,1405,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (21) (code 1494) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1731,NAD83 to WGS 84 (35),transformation,4269,4326,EPSG-PRVI,35,1335,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (22) (code 1495) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1732,NAD83 to WGS 84 (36),transformation,4269,4326,EPSG-Usa SD,36,1410,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (23) (code 1496) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1733,NAD83 to WGS 84 (37),transformation,4269,4326,EPSG-Usa TN,37,1411,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (24) (code 1497) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1734,NAD83 to WGS 84 (38),transformation,4269,4326,EPSG-Usa TX e,38,2379,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (25) (code 1498) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1735,NAD83 to WGS 84 (39),transformation,4269,4326,EPSG-Usa TX w,39,2380,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (26) (code 1499) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1736,NAD83 to WGS 84 (40),transformation,4269,4326,EPSG-Usa VA,40,1415,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (27) (code 1500) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1737,NAD83 to WGS 84 (41),transformation,4269,4326,EPSG-Usa OR WA,41,2381,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (28) (code 1501) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1738,NAD83 to WGS 84 (42),transformation,4269,4326,EPSG-Usa WI,42,1418,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (29) (code 1502) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1739,NAD83 to WGS 84 (43),transformation,4269,4326,EPSG-Usa CA n,43,2297,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (3) (code 1476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1740,NAD83 to WGS 84 (44),transformation,4269,4326,EPSG-Usa WY,44,1419,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (30) (code 1503) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1741,NAD83 to WGS 84 (45),transformation,4269,4326,EPSG-Usa HI,45,1334,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (31) (code 1520) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1742,NAD83 to WGS 84 (46),transformation,4269,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (32) (code 1521) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1743,NAD83 to WGS 84 (47),transformation,4269,4326,EPSG-Usa KS,47,1385,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (33) (code 1522) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1744,NAD83 to WGS 84 (48),transformation,4269,4326,EPSG-Usa NV,48,1397,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (34) (code 1523) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1745,NAD83 to WGS 84 (49),transformation,4269,4326,EPSG-Usa OH,49,1404,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (35) (code 1524) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1746,NAD83 to WGS 84 (50),transformation,4269,4326,EPSG-Usa UT,50,1413,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (36) (code 1525) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1747,NAD83 to WGS 84 (51),transformation,4269,4326,EPSG-Usa WV,51,1417,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (37) (code 1526) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1748,NAD83 to WGS 84 (52),transformation,4269,4326,EPSG-Usa IL,52,1382,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (38) (code 1553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1749,NAD83 to WGS 84 (53),transformation,4269,4326,EPSG-Usa NJ,53,1399,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (39) (code 1554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1750,NAD83 to WGS 84 (54),transformation,4269,4326,EPSG-Usa CA s,54,2298,Approximation at the +/- 1m level.,9613,,,Parameter files are from NAD83 to NAD83(HARN) (4) (code 1477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 1751,Amersfoort to ETRS89 (1),transformation,4289,4258,NCG-Nld 2000,1,1172,Accuracy 0.5m,9607,,,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.ifag.de/,EPSG,2001-08-28 00:00:00,,1,0 1752,NAD83 to NAD83(CSRS98) (3),transformation,4269,4140,AB Env-Can AB,3,2376,?,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca,EPSG,2000-10-19 00:00:00,,1,1 1753,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2001-08-28 00:00:00,,1,0 1754,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nga S,3,2371,Oil exploration.,9606,,,"Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994; adopted by Total for offshore OPL246.",Shell Petroleum Development Company,EPSG,2002-03-15 00:00:00,2001.38 2002.29,1,0 1755,Bogota 1975 (Bogota) to Bogota 1975,transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,9601,,,,EPSG,EPSG,2001-10-04 00:00:00,2001.39,1,0 1756,Lisbon (Lisbon) to Lisbon,transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,9601,,,,EPSG,EPSG,2003-08-14 00:00:00,2001.39 2003.234,1,0 1757,MGI (Ferro) to MGI,transformation,4805,4312,BEV-Aut balk,1,2804,Change of prime meridian.,9601,,,,EPSG,EPSG,2002-09-19 00:00:00,2001.39 2002.57,1,0 1758,Padang (Jakarta) to Padang,transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,9601,,,,EPSG,EPSG,2001-10-04 00:00:00,2001.39,1,0 1759,Batavia (Jakarta) to Batavia,transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,9601,,,,EPSG,EPSG,2001-10-04 00:00:00,2001.39,1,0 1760,RT38 (Stockholm) to RT38,transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,9601,,,,EPSG,EPSG,2001-10-04 00:00:00,2001.39,1,0 1761,Greek (Athens) to Greek,transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,9601,,,,Topography Department; National Technical University of Athens.,EPSG,2001-10-04 00:00:00,2001.39,1,0 1762,NGO 1948 (Oslo) to NGO1948,transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2001-10-04 00:00:00,2001.39,1,0 1763,NTF (Paris) to NTF (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,9601,,,,IGN Paris.,EPSG,2001-10-04 00:00:00,2001.39,1,0 1764,NTF (Paris) to NTF (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,9601,,,EPSG prefers value from IGN Paris (code 1763).,Royal Geographic Society; London,EPSG,2001-10-04 00:00:00,2001.39 2002.74,1,0 1765,Bern 1898 (Bern) to CH1903,transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,9601,,,,EPSG,EPSG,2001-10-04 00:00:00,2001.39,1,0 1766,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,9603,,,These parameters are strictly between CH1903+ and CHTRF95 (code 1509) or ETRS89 (code 1647) but are used given to lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2001-10-04 00:00:00,2001.39,1,0 1767,REGVEN to SIRGAS (1),transformation,4189,4170,CN-Ven,1,1251,Accuracy 2 centimetres.,9603,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06 00:00:00,,1,0 1768,REGVEN to WGS 84 (1),transformation,4189,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,9603,,,,EPSG,EPSG,2001-11-06 00:00:00,,1,0 1769,PSAD56 to REGVEN (1),transformation,4248,4189,IGSB-Ven,1,1251,?,9636,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06 00:00:00,,1,0 1770,PSAD56 to WGS84 (1),transformation,4248,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06 00:00:00,,1,1 1771,La Canoa to REGVEN (1),transformation,4247,4189,IGSB-Ven,1,1251,?,9636,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06 00:00:00,,1,0 1772,La Canoa to WGS84 (1),transformation,4247,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,9636,,,Parameter vales are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06 00:00:00,,1,1 1773,POSGAR 98 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,9603,,,,EPSG,EPSG,2001-11-06 00:00:00,,1,0 1774,POSGAR 98 to SIRGAS (1),transformation,4190,4170,IGM-Arg,1,1033,POSGAR 98 is a densification of SIRGAS.,9603,,,,ISBN 85-240-0647-1. Sistema de Referência Geocêntrico para a América do Sul: Relatório Final. IGBE Rio de Janeiro 1997.,EPSG,2001-11-06 00:00:00,,1,0 1775,Pulkovo 1942(83) to ETRS89 (2),transformation,4178,4258,IfAG-Deu E 0.1m,2,1343,For applications with an accuracy at 0.1m level,9606,,,Derived at 35 points of the German GPS Network DREF. From 2001 supersedes Pulkovo 1942(83) to ETRS89 (1) (code 1674).,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1776,DHDN to ETRS89 (2),transformation,4314,4258,IfAG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,9606,,,Mean of 109 stations. May be taken as approximate transformation DHDN to WGS 84 - see code 1777.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1777,DHDN to WGS 84 (2),transformation,4314,4326,EPSG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,9606,,,Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06 00:00:00,,1,0 1778,DHDN to ETRS89 (3),transformation,4314,4258,IfAG-Deu W-S,3,2543,For applications with an accuracy at 0.1m level,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1779,DHDN to ETRS89 (4),transformation,4314,4258,IfAG-Deu W-cen,4,2542,For applications with an accuracy at 0.1m level,9606,,,Derived at 27 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1780,DHDN to ETRS89 (5),transformation,4314,4258,IfAG-Deu W-N,5,2541,For applications with an accuracy at 0.1m level,9606,,,Derived at 21 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1781,DHDN to ETRS89 (6),transformation,4314,4258,IfAG-Deu Thur,6,2544,For applications with an accuracy at 0.1m level,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1782,DHDN to ETRS89 (7),transformation,4314,4258,IfAG-Deu Sach,7,2545,For applications with an accuracy at 0.1m level,9606,,,Derived at 35 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1783,ED50 to ETRS89 (9),transformation,4230,4258,HGK-Tur,9,1237,For applications to an accuracy of 2 metres.,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1784.,General Command of Mapping via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1784,ED50 to WGS 84 (30),transformation,4230,4326,EPSG-Tur,30,1237,For applications to an accuracy of 2 metres.,9606,,,Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-11-06 00:00:00,,1,0 1785,MGI to ETRS89 (3),transformation,4312,4258,GURS-Svn,3,1212,For applications to an accuracy of 1 metre.,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1786.,Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 1786,MGI to WGS 84 (5),transformation,4312,4326,EPSG-Svn,5,1212,For applications to an accuracy of 1 metre.,9606,,,Parameter values from MGI to ETRS89 (3) (code 1785). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-11-06 00:00:00,,1,0 1787,RT90 to ETRS89 (2),transformation,4124,4258,NLS-Swe 2001,2,1225,Accuracy 0.1m.,9607,,,Derived at 165 points. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1787.,National Land Survey of Sweden (http://www.lm.se/geodesi/refsys/eng/refsys-eng.htm) via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,1 1788,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1787) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2001-11-06 00:00:00,,1,1 1789,Dealui Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,?,9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that,Petromar and NAMR,EPSG,2001-11-06 00:00:00,,1,1 1790,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,9606,,,Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2003-08-14 00:00:00,2002.72 2003.234,1,1 1791,Lisbon to WGS 84 (2),transformation,4207,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-01-18 00:00:00,,1,1 1792,Datum 73 to ETRS89 (2),transformation,4274,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,9606,,,Derived in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/,EPSG,2003-08-14 00:00:00,2002.72 2003.233,1,1 1793,Datum 73 to WGS 84 (2),transformation,4274,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-01-18 00:00:00,,1,1 1794,MGI to WGS 84 (6),transformation,4312,4326,JPet-Yug,6,2547,Oil industry,9603,,,For more accurate transformation see MGI to WGS 84 (7) (code 1795).,Jugopetrol,EPSG,2002-01-18 00:00:00,,1,0 1795,MGI to WGS 84 (7),transformation,4312,4326,JPET-Yug MB,7,2547,Oil industry,9636,,,,Jugopetrol,EPSG,2002-01-18 00:00:00,,1,0 1796,Manoca 1962 to WGS 84 (1),transformation,4193,4326,ELF94-Cmr,1,2555,Oil industry,9603,,,"Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.",TotalFinaElf,EPSG,2002-01-18 00:00:00,,1,0 1797,Qornoq 1927 to WGS 84 (1),transformation,4194,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-01-18 00:00:00,,1,0 1798,Qornoq 1927 to WGS 84 (2),transformation,4194,4326,KMS-Grl,2,1107,Topographic mapping.,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 1799,Scoresbysund 1952 to WGS 84 (1),transformation,4195,4326,KMS-Grl Scosd,1,2570,Topographic mapping.,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 1800,Ammassalik 1958 to WGS 84 (1),transformation,4196,4326,KMS-Grl Ammlk,1,2571,Topographic mapping.,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 1801,Pointe Noire to WGS 84 (2),transformation,4282,4326,CGG94-Cog,2,2574,?,9603,,,Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.,TotalFinaElf,EPSG,2002-02-08 00:00:00,,1,0 1802,Pointe Noire to WGS 84 (3),transformation,4282,4326,ELF95-Cog,3,2574,Used by Elf since May 1995 for all offshore Congo operations.,9606,,,Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.,TotalFinaElf,EPSG,2002-02-08 00:00:00,,1,0 1803,AGD66 to GDA94 (11),transformation,4202,4283,ICSM-Aus 0.1m,11,2575,0.1m accuracy.,9615,,,"Supersedes AGD66 to GDA94 variants 6, 7 and 10 (codes 1506 1507 1596). Variant 10 (1596) superseded #5 (1464). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.",GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/chapter7.htm,EPSG,2002-01-18 00:00:00,,1,0 1804,AGD84 to GDA94 (5),transformation,4203,4283,Auslig-Aus 0.1m,5,2576,0.1m accuracy.,9615,,,Supersedes AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code1159). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.anzlic.org.au/icsm/gdatm/chapter7.htm,EPSG,2002-01-18 00:00:00,,1,0 1805,Garoua to WGS 72BE (1),transformation,4197,4324,ELF-Cmr,1,2590,Oil industry exploration.,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12 00:00:00,,1,0 1806,Kousseri to WGS 72BE (1),transformation,4198,4324,ELF-Cmr,1,2591,Oil industry expoloration.,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12 00:00:00,,1,0 1807,Pulkovo 1942 to WGS 84 (13),transformation,4284,4326,BP-Aze Aioc95,13,1038,Oil industry operations by AIOC prior to 1997.,9606,,,"Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then superseded by the AIOC97 values (tfm code 1808). Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.",BP,EPSG,2002-02-12 00:00:00,,1,0 1808,Pulkovo 1942 to WGS 84 (14),transformation,4284,4326,BP-Aze Aioc97,14,2593,Oil industry operations.,9606,,,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work superseding the 1995 AIOC transformation (code 1807).",BP,EPSG,2002-02-12 00:00:00,,1,0 1809,Pulkovo 1942 to WGS 84 (15),transformation,4284,4326,TFE-Aze97,15,2594,Oil industry operations.,9606,,,Parameter values calculated by Elf Exp[loration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.,TotalFinaElf,EPSG,2002-02-12 00:00:00,,1,0 1810,ED50 to WGS 84 (31),transformation,4230,4326,wgc72-Egy,31,2595,Oil industry exploration and production operations.,9606,,,Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.,Western Geophysical,EPSG,2002-02-12 00:00:00,,1,0 1811,PSAD56 to WGS 84 (12),transformation,4248,4326,PB-Braz N,12,1754,Oil industry exploration.,9603,,,Used by Petrobras for shelf operations.,Petrobras,EPSG,2002-02-12 00:00:00,,1,0 1812,Indian 1975 to WGS 84 (4),transformation,4240,4326,Auslig-Tha,4,1231,Cadastral survey.,9606,,,,Auslig via GPS World.,EPSG,2002-02-12 00:00:00,,1,0 1813,Batavia to WGS 84 (2),transformation,4211,4326,ARCO-Idn ONWJ,2,2577,Oil industry operations.,9603,,,,Arco geodetic database,EPSG,2002-02-12 00:00:00,,1,0 1814,Batavia to WGS 84 (3),transformation,4211,4326,KOM-Idn EJGP,3,2588,Oil industry operations.,9603,,,Used by PT Komaritim for Nippon Steel during East Java Gas Pipeline construction.,PT Komaritim report S808/91.,EPSG,2002-02-12 00:00:00,,1,0 1815,Nord Sahara 1959 to WGS 84 (4),transformation,4307,4326,BP-Alg D3,4,2598,Oil industry operations.,9606,,,Used by BP in District 3 and In Salah Gas.,BP,EPSG,2002-02-12 00:00:00,,1,0 1816,Nord Sahara 1959 to WGS 84 (5),transformation,4307,4326,BPA-Alg InAm,5,2599,Oil industry operations.,9603,,,Derived at astro station central to concession. Significant and varying differences (>100m) at 4 neighbouring astro stations.,BP,EPSG,2002-02-12 00:00:00,,1,0 1817,Nord Sahara 1959 to WGS 84 (6),transformation,4307,4326,ARCO-Alg HBR,6,2600,Oil industry operations.,9603,,,Derived at astro station Guerrara.,Arco geodetic database,EPSG,2002-02-12 00:00:00,,1,0 1818,Minna to WGS 84 (4),transformation,4263,4326,RSL-Nga,4,1717,Oil industry operations.,9606,,,Concatenated via WGS 72BE. Adopted by Statoil.,Racal Survey Nigeria,EPSG,2002-02-12 00:00:00,,1,0 1819,Minna to WGS 84 (5),transformation,4263,4326,SPD-Nga S,5,2371,Oil industry operations.,9606,,,Used by Shell in southern Nigeria and Total in OPL246.,TotalFinaElf,EPSG,2002-02-12 00:00:00,,1,1 1820,Minna to WGS 84 (6),transformation,4263,4326,CON89-Nga,6,1717,Oil industry operations.,9603,,,Derived by Nortech at station L40 Minna using NNPC 1989 GPS network tied to 4 ADOS stations. Used by Conoco in OPLs 219-220 to cm precision and ExxonMobil in OPL 209 to dm precision..,TotalFinaElf,EPSG,2002-07-16 00:00:00,2002.29,1,0 1821,Minna to WGS 84 (7),transformation,4263,4326,ELF94-Nga,7,1717,Oil industry operations.,9603,,,"Derived by Elf Petroleum Nigeria in 1994 at 3 stations (M101 onshore, offshore platforms XSW06 and XSV39) and used in OMLs 99-102 and OPLs 222-223.",TotalFinaElf,EPSG,2002-07-16 00:00:00,2002.29,1,0 1822,Minna to WGS 84 (8),transformation,4263,4326,SHL-Nga OPL W,8,1717,Oil industry exploration and production.,9603,,,"Used by Shell SNEPCO for OPLs 209-213 and 316. Derived during 1990 Niger Delta control survey at 4 stations (XSU27, 30 31 and 35).",Shell Nigeria Exploration and Production Company,EPSG,2002-03-15 00:00:00,,1,0 1823,Minna to WGS 84 (9),transformation,4263,4326,SHL-Nga OPL S,9,1717,Oil industry exploration and production.,9603,,,"Used by Shell SNEPCO for OPLs 217-223. Derived during 1990 Niger Delta control survey at 4 stations (XSU38, 41, 44 and 45).",Shell Nigeria Exploration and Production Company,EPSG,2002-03-15 00:00:00,,1,0 1824,Minna to WGS 84 (10),transformation,4263,4326,SHL-Nga Gongola,10,2371,Oil industry exploration and production.,9603,,,Used by Shell SNEPCO for Gongola basin.,Shell International Exploration and Production,EPSG,2002-03-15 00:00:00,,1,0 1825,Hong Kong 1980 to WGS 84 (1),transformation,4611,4326,LSD-HKG 2002,1,1118,Accuracy to 1m level.,9606,,,Published 1st March 2002.,"Geodetic Survey Section, Survey and Mapping Office, Lands Department, Hong Kong. http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22 00:00:00,,1,0 1826,JGD2000 to WGS 84 (1),transformation,4612,4326,EPSG-Jpn,1,1129,Approximation at the +/- 1m level.,9603,,,,EPSG,EPSG,2002-06-22 00:00:00,,1,0 1827,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2002-06-22 00:00:00,,1,0 1828,Yoff to WGS 72 (1),transformation,4310,4322,DMA-SEN,1,1207,Military survey.,9603,,,,DMA,EPSG,2002-06-22 00:00:00,,1,0 1829,HD72 to ETRS89 (1),transformation,4237,4258,FOMI-Hun,1,1119,Accuracy at decimetre level throughout Hungary.,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1830.,Institute of Geodetic Survey and Remote Sensing (FOMI) reflected at http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,2002-06-22 00:00:00,,1,0 1830,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 1831,HD72 to WGS 84 (2),transformation,4237,4326,ELTE-Hun,2,1119,Accuracy better than 1m in all three dimensions throughout Hungary.,9603,,,Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary.,"Timar, Molnar and Pasztor; Eotvos University, in Geodezia es Kartografia 54(1) pp11-16. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",EPSG,2002-06-22 00:00:00,,1,0 1832,ID74 to WGS 84 (2),transformation,4238,4326,Rac91-Idn,2,1122,For oil industry purposes.,9606,,,Derived via coordinates of 2 Pulse8 stations. Use of D74 to WGS 84 (3) (code 1833) is recommended.,Racal Survey,EPSG,2002-06-22 00:00:00,,1,0 1833,ID74 to WGS 84 (3),transformation,4238,4326,Bak-Idn,3,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",9607,,,Derived at 38 stations.,Bakosurtanal.,EPSG,2002-06-22 00:00:00,,1,0 1834,Segara to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,2002-06-22 00:00:00,,1,1 1835,Segara to WGS 84 (2),transformation,4294,4326,Shl-Idn Kal E,2,1360,Oil exploration.,9603,,,,Shell,EPSG,2002-06-22 00:00:00,,1,1 1836,Segara to WGS 84 (3),transformation,4294,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,9603,,,,Shell,EPSG,2002-06-22 00:00:00,,1,1 1837,Makassar to WGS 84 (1),transformation,4257,4326,Shl-Idn Sul SW,1,1316,Oil exploration.,9603,,,,Shell,EPSG,2002-06-22 00:00:00,,1,0 1838,Segara to WGS 84 (4),transformation,4613,4326,TOT-Idn Mah,4,1328,Oil exploration.,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2002-06-22 00:00:00,,1,0 1839,Beduaram to WGS 72BE (1),transformation,4213,4324,ELF-Ner SE,1,2771,Oil exploration.,9603,,,,TotalFinaElf,EPSG,2002-06-28 00:00:00,,1,0 1840,QND95 to WGS 84 (1),transformation,4614,4326,CGIS-Qat,1,1346,Parameter values are defined and therefore exact.,9606,,,"Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.",Qatar Centre for Geographic Information.,EPSG,2002-06-28 00:00:00,,1,0 1841,ATS77 to NAD83(CSRS) (1),transformation,4122,4617,GIC-Can NB,1,1447,Accuracy 1-2 metres.,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2002-07-13 00:00:00,,1,0 1842,NAD83(CSRS) to WGS 84 (1),transformation,4617,4326,EPSG-Can,1,2784,Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.,9603,,,For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.,EPSG,EPSG,2002-07-13 00:00:00,,1,0 1843,NAD83 to NAD83(CSRS) (1),transformation,4269,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2002-07-13 00:00:00,,1,0 1844,NAD27 to NAD83(CSRS) (1),transformation,4267,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2002-07-13 00:00:00,,1,0 1845,NAD27(CGQ77) to NAD83(CSRS) (1),transformation,4609,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca,EPSG,2002-07-13 00:00:00,,1,0 1846,ATS77 to NAD83(CSRS) (2),transformation,4122,4617,PEI DOT-Can PEI,2,1533,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,EPSG,2002-07-13 00:00:00,,1,0 1847,NAD27 to NAD83(CSRS) (2),transformation,4267,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2002-07-13 00:00:00,,1,0 1848,NAD83 to NAD83(CSRS) (2),transformation,4269,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2002-07-13 00:00:00,,1,0 1849,NAD83 to NAD83(CSRS) (3),transformation,4269,4617,AB Env-Can AB,3,2376,Accuracy 1-2 metres.,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca,EPSG,2002-07-13 00:00:00,,1,0 1850,ATS77 to NAD83(CSRS) (3),transformation,4122,4617,NSGC-Can NS,3,2313,Accuracy 1-2 metres.,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1851.,Nova Scotia Geomatics Centre - Contact aflemmin@linux1.nsgc.gov.ns.ca or telephone 902-667-6409,EPSG,2002-11-18 00:00:00,2002.83,1,0 1851,ATS77 to WGS 84 (3),transformation,4122,4326,EPSG-Can NS,2,2313,Approximation at the +/- 1m level.,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (3) (code 1850) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-07-13 00:00:00,,1,0 1852,Timbalai 1948 to WGS 84 (4),transformation,4298,4326,SSB-Mys E,4,2780,Oil exploration.,9606,,,Derived by Racal Survey for SSB at 24 coastal stations (including Timbalai fundamental point and 6 other primary triangulation stations) between in Sabah (Kudat southwards) and Sarawak (Sibu northwards).,Sarawak Shell Berhard,EPSG,2002-07-13 00:00:00,,1,0 1854,FD58 to WGS 84 (2),transformation,4132,4326,TFE-Irn Lavan,2,2782,Oil Exploration,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13 00:00:00,,1,0 1855,FD58 to WGS 84 (3),transformation,4132,4326,TFE-Irn Kharg,3,2781,Oil Exploration,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13 00:00:00,,1,0 1856,ED50(ED77) to WGS 84 (3),transformation,4154,4326,TFE-Irn SPars,3,2783,Oil Exploration,9603,,,Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.,TotalFinaElf,EPSG,2002-07-13 00:00:00,,1,0 1857,ED50(ED77) to WGS 84 (4),transformation,4154,4326,TFE-Irn Lavan,4,2782,Oil Exploration,9603,,,Derived in 1999 on Lavan island by Geoid for Elf.,TotalFinaElf,EPSG,2002-07-13 00:00:00,,1,0 1858,ED50(ED77) to WGS 84 (5),transformation,4154,4326,TFE-Irn Kharg,5,2781,Oil Exploration,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13 00:00:00,,1,0 1859,ELD79 to WGS 84 (1),transformation,4159,4326,REP-Lby MZQ,1,2785,Oil Exploration,9603,,,Used by Repsol. Reliability of connection to ELD79 questionned.,Oil industry sources.,EPSG,2002-07-16 00:00:00,,1,0 1860,ELD79 to WGS 84 (2),transformation,4159,4326,TFE-Lby MZQ,2,2785,Oil Exploration. 3-dimensional SD at 11 points is 0.5m.,9603,,,Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16 00:00:00,,1,0 1861,ELD79 to WGS 84 (3),transformation,4159,4326,TFE-Lby MBK94,3,2786,Oil Exploration,9603,,,Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16 00:00:00,,1,0 1862,ELD79 to WGS 84 (4),transformation,4159,4326,TFE-Lby MBK00,4,2786,Oil Exploration,9606,,,Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861).,TotalFinaElf,EPSG,2002-07-16 00:00:00,,1,0 1863,ELD79 to WGS 84 (5),transformation,4159,4326,GMRA-Lby,5,2786,Engineering survey and oil exploration,9607,,,Derived for the Great Man-made River Authority (GMRA). Used by Saga in Mabruk blocks A and B.,Norsk Hydro,EPSG,2002-07-16 00:00:00,,1,0 1864,SAD69 to WGS 84 (1),transformation,4618,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1865,SAD69 to WGS 84 (2),transformation,4618,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1866,SAD69 to WGS 84 (3),transformation,4618,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1867,SAD69 to WGS 84 (4),transformation,4618,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1868,SAD69 to WGS 84 (5),transformation,4618,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1869,SAD69 to WGS 84 (6),transformation,4618,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1870,SAD69 to WGS 84 (7),transformation,4618,4326,DMA-Ecu,7,1085,For military purposes. Accuracy 3m in each axis.,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1871,SAD69 to WGS 84 (8),transformation,4618,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1872,SAD69 to WGS 84 (9),transformation,4618,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1873,SAD69 to WGS 84 (10),transformation,4618,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1874,SAD69 to WGS 84 (11),transformation,4618,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1875,SAD69 to WGS 84 (12),transformation,4618,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1876,SAD69 to WGS 84 (13),transformation,4618,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1877,SAD69 to WGS 84 (14),transformation,4618,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,EPSG,2002-09-19 00:00:00,,1,0 1878,SWEREF99 to ETRS89 (1),transformation,4619,4258,NLS-Swe,1,1225,Geodetic survey.,9603,,,Can be taken as an approximate transformation SWEREF99 to WGS 84 - see code 1879.,National Land Survey,EPSG,2002-09-19 00:00:00,,1,0 1879,SWEREF99 to WGS 84 (1),transformation,4619,4326,EPSG-Swe,1,1225,Geographic Information Systems.,9603,,,Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1880,Point 58 to WGS 84 (1),transformation,4620,4326,NIMA-Bfa Ner,1,2791,For military purposes. Accuracy 25m in each axis.,9603,,,Derived at one point in each of Burkina Faso and Niger.,NIMA TR8350.2,EPSG,2002-09-19 00:00:00,,1,0 1881,Carthage (Paris) to Carthage,transformation,4816,4223,IGN-Fra,1,1236,Change of prime meridian.,9601,,,,IGN Paris.,EPSG,2002-09-19 00:00:00,,1,0 1882,Nord Sahara 1959 (Paris) to Nord Sahara 1959,transformation,4819,4307,IGN-Fra,1,1026,Change of prime meridian.,9601,,,,IGN Paris.,EPSG,2002-09-19 00:00:00,,1,0 1883,Segara (Jakarta) to Segara,transformation,4820,4613,EPSG-Idn Kal E,1,1360,Change of prime meridian.,9601,,,,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1884,S-JTSK (Ferro) to S-JTSK,transformation,4818,4156,EPSG-Cze,1,1306,Change of prime meridian.,9601,,,,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1885,Azores Oriental 1940 to WGS 84 (1),transformation,4184,4326,DMA-Prt Az E,1,1345,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2002-09-19 00:00:00,,1,0 1886,Azores Central 1948 to WGS 84 (1),transformation,4183,4326,DMA-Prt Az C,1,1301,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 5 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2003-08-14 00:00:00,2003.231,1,0 1887,Azores Occidental 1939 to WGS 84 (1),transformation,4182,4326,DMA-Prt Az W,1,1344,For military purposes only. Accuracy 20m in each axis.,9603,,,Derived at 3 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2002-09-19 00:00:00,,1,0 1888,Porto Santo to WGS 84 (1),transformation,4615,4326,DMA-Prt Mad,1,1314,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2003-08-14 00:00:00,2003.231,1,0 1889,Selvagen Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2002-09-19 00:00:00,,1,1 1890,Australian Antarctic to WGS 84 (1),transformation,4176,4326,EPSG-Ant Aus,1,1031,Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.,9603,,,For many purposes Australian Antarctic can be considered to be coincident with WGS 84.,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1891,Greek to GGRS87 (1),transformation,4120,4121,HGS-Grc,1,1106,Better than 5m throughout Greece.,9619,,,More accurate polynomial transformations between Greek / Hatt projection zones and GGRS87 / Greek Grid are available from the Military Geographic Service.,Hellenic Petroleum,EPSG,2002-09-19 00:00:00,,1,0 1892,Hito XVIII 1963 to WGS 84 (2),transformation,4254,4326,NIMA-Chl,2,2805,Accuracy 25m in each axis.,9603,,,"Derived at 2 stations. Known in information source as ""Provisional South Chilean 1963"". As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.",,EPSG,2002-09-19 00:00:00,,1,0 1893,Puerto Rico to WGS 84 (3),transformation,4139,4326,NIMA-Pri,3,1335,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1894,Gandajika 1970 to WGS 84 (1),transformation,4233,4326,NIMA-Mdv,3,1152,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19 00:00:00,,1,0 1895,RT90 to SWEREF99 (1),transformation,4124,4619,NLS-Swe 2001,1,1225,Accuracy 0.1m.,9607,,,Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.,National Land Survey of Sweden (http://www.lm.se/geodesi/refsys/eng/refsys-eng.htm) via EuroGeographics; http://crs.ifag.de/,EPSG,2002-09-19 00:00:00,,1,0 1896,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,9607,,,Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2002-09-19 00:00:00,,1,0 1897,Segara to WGS 84 (1),transformation,4613,4326,NIMA-Idn Kal,1,2354,For military purposes.,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,2002-11-18 00:00:00,,1,0 1898,Segara to WGS 84 (2),transformation,4613,4326,Shl-Idn Kal E,2,1360,Oil exploration.,9603,,,,Shell,EPSG,2002-11-18 00:00:00,,1,0 1899,Segara to WGS 84 (3),transformation,4613,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,9603,,,,Shell,EPSG,2002-11-18 00:00:00,,1,0 1900,NAD83(HARN) to WGS 84 (2),transformation,4152,4326,NGS-Usa ITRF94,2,1323,Historical record only - superseded - see remarks.,9607,,,Strictly between NAD83(HARN) and ITRF94(1996.0). Superseded by NAD83(HARN) to WGS 84 (3) (code 1901).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2002-11-18 00:00:00,,1,0 1901,NAD83(HARN) to WGS 84 (3),transformation,4152,4326,NGS-Usa ITRF96,3,1323,Geodesy.,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1946. In USA only supersedes NAD83 to WGS 84 (2) (code 1900). Strictly between NAD83(HARN) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2002-11-18 00:00:00,,1,0 1902,Manoca 1962 to WGS 72BE (1),transformation,4193,4324,,1,1060,Oil exploration,9603,,,,,EPSG,2002-11-18 00:00:00,,1,0 1903,Fort Marigot to WGS 84 (1),transformation,4621,4326,IGN-Glp,1,2828,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1904,Sainte Anne to WGS 84 (1),transformation,4622,4326,IGN-Glp 10m,1,2829,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1905,Sainte Anne to WGS 84 (2),transformation,4622,4326,IGN-Glp 1m,2,2829,Accuracy +/- 0.1 metre.,9606,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1906,CSG67 to WGS 84 (1),transformation,4623,4326,IGN-Guf,1,1097,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1907,RGFG95 to WGS 84 (1),transformation,4624,4326,IGN-Guf,1,1097,Accuracy +/- 2 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1908,CSG67 to RGFG95 (1),transformation,4623,4624,IGN-Guf,1,1097,"Accuracy better than +/- 0.1 metre in the coastal area, better than +/- 1 metre in the interior.",9606,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1909,Fort Desaix to WGS 84 (1),transformation,4625,4326,IGN-Mtq 10m,1,1156,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1910,Fort Desaix to WGS 84 (2),transformation,4625,4326,IGN-Mtq 1m,2,1156,Accuracy +/- 0.1 metre.,9606,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1911,Piton des Neiges to WGS 84 (1),transformation,4626,4326,IGN-Reu 30m,1,1196,Accuracy +/- 30 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1912,RGR92 to WGS 84 (1),transformation,4627,4326,IGN-Reu,1,1196,Accuracy +/- 1 metre.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1913,Tahaa to WGS 84 (1),transformation,4629,4326,IGN-Pyf Tahaa,1,2812,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1914,IGN72 Nuku Hiva to WGS 84 (1),transformation,4630,4326,IGN-Pyf NukuHiva,1,2810,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1915,K0 1949 to WGS 84 (1),transformation,4631,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1916,Combani 1950 to WGS 84 (1),transformation,4632,4326,IGN-Myt,1,1159,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1917,IGN56 Lifou to WGS 84 (1),transformation,4633,4326,IGN-Ncl,1,2814,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1918,IGN72 Grand Terre to WGS 84 (1),transformation,4634,4326,IGN-Ncl,1,1174,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,1 1919,ST87 Ouvea to WGS 84 (1),transformation,4635,4326,BGN-Ncl,1,2813,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14 00:00:00,2003.241,1,0 1920,RGNC 1991 to WGS 84 (1),transformation,4645,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1921,Petrels 1972 to WGS 84 (1),transformation,4636,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1922,Perroud 1950 to WGS 84 (1),transformation,4637,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1923,Saint Pierre et Miquelon 1950 to WGS 84 (1),transformation,4638,4326,IGN-Spm,1,1220,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1924,Tahiti to WGS 84 (1),transformation,4628,4326,IGN-Pyf Tahiti,1,2811,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1925,MOP78 to WGS 84 (1),transformation,4639,4326,IGN-Wlf Wallis,1,2815,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 1926,Piton des Neiges to RGR92 (1),transformation,4626,4627,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see RGR92 to Piton des Neiges (1) (code 1964).,IGN Paris.,EPSG,2003-08-14 00:00:00,2003.25,1,0 1927,IGN56 Lifou to WGS 84 (2),transformation,4633,4326,BGN-Ncl,2,2814,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,0 1928,IGN53 Mare to WGS 84 (1),transformation,4641,4326,BGN-Ncl,1,2819,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,0 1929,IGN72 Grand Terre to WGS 84 (2),transformation,4634,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,1 1930,ST84 Ile des Pins to WGS 84 (1),transformation,4642,4326,BGN-Ncl,1,2820,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,0 1931,ST71 Belep to WGS 84 (1),transformation,4643,4326,BGN-Ncl,1,2821,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,0 1932,NEA74 Noumea to WGS 84 (1),transformation,4644,4326,BGN-Ncl,1,2823,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29 00:00:00,,1,0 1933,RGR92 to Piton des Nieges (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Nieges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,1 1934,RRAF 1991 to WGS 84 (1),transformation,4640,4326,IGN-FrAnt,1,2824,Accuracy +/- 1 metre.,9603,,,RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.,EPSG,EPSG,2002-11-29 00:00:00,,1,0 1935,ITRF97 to ITRF2000,transformation,4338,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1936,ITRF96 to ITRF2000,transformation,4337,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1937,ITRF94 to ITRF2000,transformation,4336,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1938,ITRF93 to ITRF2000,transformation,4335,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011""/yr, rY=0.00019""/yr, rZ=-0.00007""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1939,ITRF92 to ITRF2000,transformation,4334,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1940,ITRF91 to ITRF2000,transformation,4333,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1941,ITRF90 to ITRF2000,transformation,4332,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1942,ITRF89 to ITRF2000,transformation,4331,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1943,ITRF88 to ITRF2000,transformation,4330,4385,IERS,1,1262,Geodesy.,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21 00:00:00,,1,0 1944,Lisbon to WGS 84 (2),transformation,4207,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19 00:00:00,2002.72,1,1 1945,Datum 73 to WGS 84 (2),transformation,4274,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19 00:00:00,,1,1 1946,NAD83(CSRS) to WGS 84 (2),transformation,4617,4326,NGS-Usa ITRF96,2,2784,Geodesy.,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2002-11-18 00:00:00,,1,0 1947,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2003-02-25 00:00:00,,1,0 1948,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2003-02-25 00:00:00,,1,0 1949,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2003-02-25 00:00:00,,1,0 1950,NAD83 to NAD83(CSRS) (4),transformation,4269,4617,EPSG-Can E Off,4,2831,Accuracy 1 to 2 metres. Used for oil industry operations only.,9603,,,Used as part of NAD27 to/from WGS 84 transformation for offshore oil operations - see code 8647.,Various oil industry sources.,EPSG,2003-02-25 00:00:00,,1,0 1951,Hjorsey 1955 to WGS 84 (1),transformation,4658,4326,DMA-Isl,1,1120,"Accuracy 3m, 3m and 5m in X, Y and Z axes.",9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2003-06-27 00:00:00,,1,0 1952,ISN93 to WGS 84 (1),transformation,4659,4326,EPSG-Isl,1,1120,Approximation at the +/- 1m level assuming that ISN93 is equivalent to WGS 84.,9603,,,For many purposes ISN93 can be considered to be coincident with WGS 84.,EPSG,EPSG,2003-06-27 00:00:00,,1,0 1953,TM75 to ETRS89 (2),transformation,4300,4258,OSI-Ire,2,1305,For applications to an accuracy of 1 metre.,9606,,,"TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65). May be taken as approximate transformations TM75 to WGS 84, TM65 to WGS 84 and OSNI 1952 to WGS 84 - see codes 1954, 1641 and 1955.",Ordnance Survey Ireland via EuroGeographics; http://crs.ifag.de/,EPSG,2003-06-27 00:00:00,,1,0 1954,TM75 to WGS 84 (2),transformation,4300,4326,EPSG-Ire,2,1305,For applications to an accuracy of 1 metre.,9606,,,Parameter values taken from TM65 to ETRS89 (2) (code 1953). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2003-06-27 00:00:00,,1,0 1955,OSNI 1952 to WGS 84 (1),transformation,4188,4326,EPSG-Ire,1,1305,For applications to an accuracy of 1 metre.,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) OSNI 1952 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",EPSG,EPSG,2003-06-27 00:00:00,,1,0 1956,TM75 to WGS 84 (3),transformation,4300,4326,DMA-Ire,3,1305,For military purposes only. Accuracy 3m in each axis.,9603,,,Derived at 7 stations. TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65).,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2003-06-27 00:00:00,,1,0 1957,Helle 1954 to WGS 84 (1),transformation,4660,4326,SKV-SJM Jan Mayen,1,2869,For applications to an accuracy of 1 metre.,9606,,,Derived at 3 stations. Residuals under 1m.,"""Transformation from existing geodetic network to WGS84"", Geodesy Division, Statens kartverk, 26/11/92.",EPSG,2003-06-27 00:00:00,,1,0 1958,LKS92 to WGS 84 (1),transformation,4661,4326,Vzd-Lva,1,1139,LKS92 is a realisation of ETRS89 coincident to WGS84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,9603,,,,EPSG,EPSG,2003-06-27 00:00:00,,1,0 1959,St Vincent 1945 to WGS 84 (1),transformation,4607,4326,LSU-Vct,1,1202,1m accuracy.,9603,,,Derived at 4 points.,"Clifford J Mugnier, Louisiana State University.",EPSG,2003-06-27 00:00:00,,1,0 1960,ED87 to WGS 84 (2),transformation,4231,4326,IERS-Eur,2,1297,Scientific research.,9606,,,,"IERS Paris via Rijkswaterstaat report 9635 September 1996 ""Coordinaattransformaties en kartprojecties"" and Nederlandse Aardolie Maatschappij (NAM).",EPSG,2003-06-27 00:00:00,,1,0 1961,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2003-06-27 00:00:00,,1,1 1962,IGN72 Grande Terre to WGS 84 (1),transformation,4662,4326,IGN-Ncl,1,2822,Accuracy +/- 10 metres.,9603,,,,IGN Paris.,EPSG,2003-08-14 00:00:00,,1,0 1963,IGN72 Grande Terre to WGS 84 (2),transformation,4662,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14 00:00:00,,1,0 1964,RGR92 to Piton des Neiges (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Neiges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2003-08-14 00:00:00,,1,0 1965,Selvagem Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2003-08-14 00:00:00,,1,0 1966,Porto Santo 1995 to WGS 84 (2),transformation,4663,4326,CGC-Prt Mad 5m,2,2870,For low resolution applications.,9603,,,Derived at Forte de Sao Tiago.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1967,Porto Santo 1995 to WGS 84 (3),transformation,4663,4326,CGC-Prt Mad 1m,3,2870,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1968,Azores Oriental 1995 to WGS 84 (2),transformation,4664,4326,CGC-Prt Az Mig 1m,2,2871,For low resolution applications.,9603,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1969,Azores Oriental 1995 to WGS 84 (3),transformation,4664,4326,CGC-Prt Az Mig 1m,3,2871,For medium resolution applications.,9607,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1970,Azores Oriental 1995 to WGS 84 (4),transformation,4664,4326,CGC-Prt Az E 5m,4,1345,For low resolution applications.,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1971,Azores Oriental 1995 to WGS 84 (5),transformation,4664,4326,CGC-Prt Az E 1m,5,1345,For medium resolution applications.,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1972,Azores Central 1995 to WGS 84 (2),transformation,4665,4326,CGC-Prt Az Ter 5m,2,2872,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1973,Azores Central 1995 to WGS 84 (3),transformation,4665,4326,CGC-Prt Az Ter 1m,3,2872,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1974,Azores Central 1995 to WGS 84 (4),transformation,4665,4326,CGC-Prt Az Fai 5m,4,2873,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1975,Azores Central 1995 to WGS 84 (5),transformation,4665,4326,CGC-Prt Az Fai 1m,5,2873,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1976,Azores Central 1995 to WGS 84 (6),transformation,4665,4326,CGC-Prt Az Pic 5m,6,2874,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1977,Azores Central 1995 to WGS 84 (7),transformation,4665,4326,CGC-Prt Az Pic 1m,7,2874,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1978,Azores Central 1995 to WGS 84 (8),transformation,4665,4326,CGC-Prt Az SJ 5m,8,2875,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1979,Azores Central 1995 to WGS 84 (9),transformation,4665,4326,CGC-Prt Az SJ 1m,9,2875,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1980,Azores Central 1995 to WGS 84 (10),transformation,4665,4326,CGC-Prt Az C 5m,10,1301,For low resolution applications.,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1981,Azores Central 1995 to WGS 84 (11),transformation,4665,4326,CGC-Prt Az C 1m,11,1301,For medium resolution applications.,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1982,Azores Occidental 1939 to WGS 84 (2),transformation,4182,4326,CGC-Prt Az W,2,1344,For low resolution applications.,9603,,,Derived at 2 stations in 1999.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1983,Datum 73 to WGS 84 (3),transformation,4274,4326,CGC-Prt 5m,3,1294,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1984,Lisbon to WGS 84 (3),transformation,4207,4326,CGC-Prt 5m,3,1294,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1985,ED50 to WGS 84 (33),transformation,4230,4326,CGC-Prt 5m,33,1294,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1986,Lisbon 1890 to WGS 84 (1),transformation,4666,4326,CGC-Prt 5m,1,1294,For low resolution applications.,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1987,Datum 73 to WGS 84 (4),transformation,4274,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1988,Lisbon to WGS 84 (4),transformation,4207,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1989,ED50 to WGS 84 (34),transformation,4230,4326,CGC-Prt 1m,34,1294,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1990,Lisbon 1890 to WGS 84 (2),transformation,4666,4326,CGC-Prt 1m,2,1294,For medium resolution applications.,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14 00:00:00,,1,0 1991,Lisbon 1890 (Lisbon) to Lisbon 1890,transformation,4904,4666,CGC-Prt,1,1294,Change of prime meridian.,9601,,,,EPSG,EPSG,2003-08-14 00:00:00,,1,0 1992,Datum 73 to ETRS89 (3),transformation,4274,4258,CGC-Prt 1m,3,1294,For medium resolution applications.,9607,,,Parameters calculated in 1998 using 9 common stations. Published in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-12-20 00:00:00,2003.233,1,0 1993,IKBD-92 to WGS 84 (1),transformation,4667,4326,UN-Irq Kwt,1,2876,Boundary demarcation.,9603,,,For all practical purposes this transformation is exact.,EPSG,EPSG,2003-09-01 00:00:00,,1,0 1994,Reykjavik 1900 to WGS 84 (1),transformation,4657,4326,LMI-Isl,1,1120,Low accuracy applications.,9603,,,,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-09-30 00:00:00,,1,0 1995,Dealul Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,Oil exploration,9603,,,,Petromar and NAMR,EPSG,2003-11-28 00:00:00,,1,0 1996,Dealul Piscului 1970 to WGS 84 (1),transformation,4317,4326,Shell-Rom,1,1197,Oil exploration,9603,,,,Shell SIEP,EPSG,2003-11-28 00:00:00,,1,0 1997,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,9606,,,Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2003-08-14 00:00:00,2002.72 2003.234,1,0 1998,ED50 to WGS 84 (36),transformation,4230,4326,EPSG-Ger Nsea,36,2879,Recommended transformation for Germany North Sea petroleum purposes.,9606,,,"Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (36), code 1052).",,EPSG,2003-12-31 00:00:00,,1,0 1999,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2004-01-07 00:00:00,,1,0 5400,Baltic to Caspian,transformation,5705,5706,Caspian Sea,1,2314,Vertical datum change for hydrographic charting.,9616,,,Baltic datum is 28m above Caspian datum.,,EPSG,1999-09-07 00:00:00,97.61,1,0 5401,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,9616,,,Belfast datum is 37mm above Malin Head datum.,,EPSG,2001-11-06 00:00:00,,1,1 5402,Baltic to AIOC95,transformation,5705,5734,AIOC95-Aze,1,2592,Vertical datum change for engineering surveying.,9616,,,Baltic datum is 26.3m above AIOC95 datum.,BP,EPSG,2002-02-12 00:00:00,,1,0 5403,AIOC95 to Caspian,transformation,5734,5706,AIOC95-Aze,1,2592,Vertical datum change for hydrographic charting.,9616,,,AIOC95 datum is 1.7m above Caspian datum.,BP,EPSG,2002-02-12 00:00:00,,1,0 5404,Baltic to Black Sea,transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,9616,,,Baltic datum is 0.4m above Black Sea datum.,BP,EPSG,2002-02-12 00:00:00,,1,0 5405,Hong Kong Principal height to Hong Kong Chart depth,transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,9616,,,HKPD is 0.146m above chart datum.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22 00:00:00,,1,0 5406,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27 00:00:00,,1,0 5407,Poolbeg to Malin Head,transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,9616,,,Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27 00:00:00,,1,0 5408,Poolbeg to Belfast,transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,9616,,,Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27 00:00:00,,1,0 8046,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,1996-10-18 00:00:00,,1,0 8047,ED50 to WGS 84 (15),concatenated operation,4230,4326,NMA-Nor N65 1991,15,2331,Oil exploration before 2001.,,,,"Superseded by codes 8569 and 1612 in 1997 and 2001. The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.","Statenskartverk note of January 1991 ""Om transformasjon mellom geodetiske datum i Norge"".",EPSG,1996-10-18 00:00:00,,1,0 8094,NTF (Paris) to WGS 84 (1),concatenated operation,4807,4326,EPSG-Fra,1,1096,?,,,,,EPSG,EPSG,1996-10-18 00:00:00,,1,0 8174,Bogota 1975 (Bogota) to WGS 84 (1),concatenated operation,4802,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",,,,,EPSG,EPSG,1997-04-11 00:00:00,,1,0 8175,Monte Mario (Rome) to WGS 84 (1),concatenated operation,4806,4326,EPSG-Ita,1,2339,For military purposes. Accuracy 25m in each axis.,,,,,EPSG,EPSG,1997-04-11 00:00:00,,1,0 8176,Tananarive (Paris) to WGS 84 (1),concatenated operation,4810,4326,EPSG-Mdg,1,1149,For military purposes. Accuracy not available.,,,,,EPSG,EPSG,1997-04-11 00:00:00,,1,0 8178,Batavia (Jakarta) to WGS 84 (1),concatenated operation,4813,4326,EPSG-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,,,,,EPSG,EPSG,1997-04-11 00:00:00,,1,0 8183,HD72 to WGS 84 (1),concatenated operation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1997-07-22 00:00:00,,1,1 8186,NTF (Paris) to ED50 (1),concatenated operation,4807,4230,EPSG-Fra,1,1096,?,,,,,EPSG,EPSG,1997-11-13 00:00:00,,1,0 8188,NTF (Paris) to WGS 72 (1),concatenated operation,4807,4322,EPSG-Fra,1,1096,?,,,,,EPSG,EPSG,1997-11-13 00:00:00,,1,0 8190,AGD66 to WGS 84 (2),concatenated operation,4202,4326,EPSG-Aus 5m,2,1036,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. 0.1m accuracy.,EPSG,EPSG,1998-12-16 00:00:00,98.50,1,1 8192,AGD84 to WGS 84 (3),concatenated operation,4203,4326,EPSG-Aus 5m,3,1036,5m accuracy. Approximation assuming that GDA94 is equivalent to WGS 84.,,,,Approximation assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1998-12-16 00:00:00,98.50,1,1 8194,AGD84 to WGS 84 (4),concatenated operation,4203,4326,EPSG-Aus 1m,4,1036,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1998-12-16 00:00:00,98.50,1,1 8195,RT90 to WGS 84 (1),concatenated operation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1999-04-22 00:00:00,99.11,1,1 8199,Pulkovo 1942 to WGS 84 (2),concatenated operation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,EPSG,EPSG,1998-03-12 00:00:00,,1,1 8211,Voirol 1875 (Paris) to WGS 84 (1),concatenated operation,4811,4326,EPSG-Dza N,1,2347,Oil exploration.,,,,,EPSG,EPSG,1998-03-12 00:00:00,,1,0 8215,Tete to WGS 84 (1),concatenated operation,4127,4326,EPSG-Moz,1,1167,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16 00:00:00,,1,1 8217,Tete to WGS 84 (2),concatenated operation,4127,4326,EPSG-Moz A,2,2350,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16 00:00:00,,1,1 8219,Tete to WGS 84 (3),concatenated operation,4127,4326,EPSG-Moz B,3,2351,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16 00:00:00,,1,1 8221,Tete to WGS 84 (4),concatenated operation,4127,4326,EPSG-Moz C,4,2352,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16 00:00:00,,1,1 8223,Tete to WGS 84 (5),concatenated operation,4127,4326,EPSG-Moz D,5,2353,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16 00:00:00,,1,1 8234,DHDN to WGS 84 (1),concatenated operation,4314,4326,EPSG-Deu W,1,2326,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1998-06-30 00:00:00,,1,1 8236,Pulkovo 1942 to WGS 84 (11),concatenated operation,4284,4326,EPSG-Deu E,11,1343,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1998-06-30 00:00:00,,1,1 8241,Madrid 1870 (Madrid) to WGS 84 (1),concatenated operation,4903,4326,EPSG-Esp,1,1217,?,,,,,See individual transformations.,EPSG,1998-11-11 00:00:00,,1,0 8243,NAD27 to WGS 84 (25),concatenated operation,4267,4326,EPSG-Can old,25,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (27) (code 8404) in Quebec and NAD27 to WGS 84 (26) (code 8245) elsewhere in Canada.,EPSG,EPSG,1998-11-11 00:00:00,,1,1 8245,NAD27 to WGS 84 (26),concatenated operation,4267,4326,EPSG-Can,26,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1998-11-11 00:00:00,,1,1 8263,MGI (Ferro) to WGS 84 (1),concatenated operation,4805,4326,DMA-balk,1,2370,For military purposes only.,,,,Accuracy estimate is not available.,EPSG,EPSG,1998-12-12 00:00:00,,1,0 8386,Old Hawaiian to WGS 84 (1),concatenated operation,4135,4326,EPSG-Usa Hi,1,1334,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8388,St. Lawrence Island to WGS 84 (1),concatenated operation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8390,St. Paul Island to WGS 84 (1),concatenated operation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8392,St. George Island to WGS 84 (1),concatenated operation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8394,NAD27(CGQ77) to WGS 84 (1),concatenated operation,4609,4326,EPSG-Can Qc NT1,1,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27(CGQ77) to WGS 84 (2) (code 8564).,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8396,AGD66 to WGS 84 (3),concatenated operation,4202,4326,EPSG-Aus ACT 1m,3,2283,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8581).,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8398,AGD66 to WGS 84 (4),concatenated operation,4202,4326,EPSG-Aus Tas 1m,4,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (9) (code 8576).,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8400,AGD66 to WGS 84 (5),concatenated operation,4202,4326,EPSG-Aus NSW Vic 1m,5,2286,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8402,Puerto Rico to WGS 84 (1),concatenated operation,4139,4326,EPSG-PRVI,1,1335,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8404,NAD27 to WGS 84 (27),concatenated operation,4267,4326,EPSG-Can QC,27,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (31) (code 8565).,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8406,NAD27(76) to WGS 84 (1),concatenated operation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8408,AGD66 to WGS 84 (6),concatenated operation,4202,4326,EPSG-Aus Vic 0.1m,6,2285,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8578).,EPSG,EPSG,1999-05-24 00:00:00,,1,1 8418,ATS77 to WGS 84 (1),concatenated operation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,EPSG,EPSG,1999-10-20 00:00:00,,1,1 8419,ATS77 to WGS 84 (2),concatenated operation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8420,NAD27 to WGS 84 (32),concatenated operation,4267,4326,SK PMC-Can SK,32,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19 00:00:00,,1,1 8421,NAD83 to WGS 84 (7),concatenated operation,4269,4326,SK PMC-Can SK,7,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19 00:00:00,,1,1 8422,NAD83 to WGS 84 (8),concatenated operation,4269,4326,Alb Env-Can AB,8,2376,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,"The gridded difference file AB_CSRS.DAC in STEP 1 will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca,EPSG,2000-10-19 00:00:00,,1,1 8453,AGD66 to WGS 84 (7),concatenated operation,4202,4326,EPSG-Aus Tas 0.1m,7,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20 00:00:00,,1,1 8454,AGD66 to WGS 84 (8),concatenated operation,4202,4326,EPSG-Aus NT 0.1m,8,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20 00:00:00,,1,1 8457,CH1903+ to WGS 84 (1),concatenated operation,4150,4326,EPSG-CH,1,1286,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20 00:00:00,,1,1 8460,NAD27 to NAD83(HARN) (1),concatenated operation,4267,4152,NGS-Usa AL,1,1372,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8590.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8461,NAD27 to NAD83(HARN) (2),concatenated operation,4267,4152,NGS-Usa AZ,2,1373,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8591.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8462,NAD27 to NAD83(HARN) (3),concatenated operation,4267,4152,NGS-Usa CA n,3,2297,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8593.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8463,NAD27 to NAD83(HARN) (4),concatenated operation,4267,4152,NGS-Usa CA s,4,2298,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8594.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8464,NAD27 to NAD83(HARN) (5),concatenated operation,4267,4152,NGS-Usa CO,5,1376,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8595.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8465,NAD27 to NAD83(HARN) (6),concatenated operation,4267,4152,NGS-Usa GA,6,1380,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8597.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8466,NAD27 to NAD83(HARN) (7),concatenated operation,4267,4152,NGS-Usa FL,7,1379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8596.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8467,NAD27 to NAD83(HARN) (8),concatenated operation,4267,4152,NGS-Usa ID MT e,8,2382,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8611.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8468,NAD27 to NAD83(HARN) (9),concatenated operation,4267,4152,NGS-Usa ID MT w,9,2383,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8612.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8469,NAD27 to NAD83(HARN) (10),concatenated operation,4267,4152,NGS-Usa KY,10,1386,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8602.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8470,NAD27 to NAD83(HARN) (11),concatenated operation,4267,4152,NGS-Usa LA,11,1387,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8603.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8471,NAD27 to NAD83(HARN) (12),concatenated operation,4267,4152,NGS-Usa DE MD,12,2377,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8605.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8472,NAD27 to NAD83(HARN) (13),concatenated operation,4267,4152,NGS-Usa ME,13,1388,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8604.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8473,NAD27 to NAD83(HARN) (14),concatenated operation,4267,4152,NGS-Usa MI,14,1391,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8607.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8474,NAD27 to NAD83(HARN) (15),concatenated operation,4267,4152,NGS-Usa MS,15,1393,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8609.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8475,NAD27 to NAD83(HARN) (16),concatenated operation,4267,4152,NGS-Usa NE,16,1396,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8613.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8476,NAD27 to NAD83(HARN) (17),concatenated operation,4267,4152,NGS-Usa NewEng,17,2378,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8606.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8477,NAD27 to NAD83(HARN) (18),concatenated operation,4267,4152,NGS-Usa NM,18,1400,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8616.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8478,NAD27 to NAD83(HARN) (19),concatenated operation,4267,4152,NGS-Usa NY,19,1401,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8617.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8479,NAD27 to NAD83(HARN) (20),concatenated operation,4267,4152,NGS-Usa ND,20,1403,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8618.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8480,NAD27 to NAD83(HARN) (21),concatenated operation,4267,4152,NGS-Usa OK,21,1405,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8620.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8481,Puerto Rico to NAD83(HARN) (1),concatenated operation,4139,4152,NGS-PRVI,1,1335,Accuracy 0.1m at 67% confidence level.,,,,May be taken as approximate transformation Puerto Rico to WGS 84 - see code 8583.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8482,NAD27 to NAD83(HARN) (22),concatenated operation,4267,4152,NGS-Usa SD,22,1410,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8622.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8483,NAD27 to NAD83(HARN) (23),concatenated operation,4267,4152,NGS-Usa TN,23,1411,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8623.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8484,NAD27 to NAD83(HARN) (24),concatenated operation,4267,4152,NGS-Usa TX e,24,2379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8624.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8485,NAD27 to NAD83(HARN) (25),concatenated operation,4267,4152,NGS-Usa TX w,25,2380,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8625.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8486,NAD27 to NAD83(HARN) (26),concatenated operation,4267,4152,NGS-Usa VA,26,1415,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8627.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8487,NAD27 to NAD83(HARN) (27),concatenated operation,4267,4152,NGS-Usa OR WA,27,2381,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8621.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8488,NAD27 to NAD83(HARN) (28),concatenated operation,4267,4152,NGS-Usa WI,28,1418,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8629.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8489,NAD27 to NAD83(HARN) (29),concatenated operation,4267,4152,NGS-Usa WY,29,1419,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8630.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20 00:00:00,,1,0 8496,NAD27 to WGS 84 (28),concatenated operation,4267,4326,NGS-Usa conus,28,2374,Geodetic survey.,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20 00:00:00,,1,0 8497,NAD27 to WGS 84 (29),concatenated operation,4267,4326,NGS-Usa AK,29,2373,Geodetic survey.,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20 00:00:00,,1,1 8508,Old Hawaiian to NAD83(HARN) (1),concatenated operation,4135,4152,NGS-Usa HI,1,1334,Assumes NAD83 is coincident with NAD83(HARN). Accuracy about 1m.,,,,"Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135), NAD83 (code 4269) and NAD83(HARN) have longitudes positive east. May be taken as approximate transformation Old Hawaiin to WGS 84 - see code 8582.",US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8509,NAD27 to NAD83(HARN) (30),concatenated operation,4267,4152,NGS-Usa IN,30,1383,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8599.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8510,NAD27 to NAD83(HARN) (31),concatenated operation,4267,4152,NGS-Usa KS,31,1385,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8601.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8511,NAD27 to NAD83(HARN) (32),concatenated operation,4267,4152,NGS-Usa NV,32,1397,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8614.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8512,NAD27 to NAD83(HARN) (33),concatenated operation,4267,4152,NGS-Usa OH,33,1404,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8619.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8513,NAD27 to NAD83(HARN) (34),concatenated operation,4267,4152,NGS-Usa UT,34,1413,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8626.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8514,NAD27 to NAD83(HARN) (35),concatenated operation,4267,4152,NGS-Usa WV,35,1417,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8628.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8517,Chos Malal 1914 to WGS 84 (1),concatenated operation,4160,4326,TOT-Arg Neu,1,2325,Oil exploration,,,,May be implemented using a single step geocentric translations of dx=+5.5m dY=+176.7m dZ=+141.4m.,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 8530,South Yemen to WGS 84 (1),concatenated operation,4164,4326,IGN-Yem South,1,1340,Approximation at the +/- 1m level assuming that NGN96 is equivalent to WGS 84.,,,,May be implemented as a single transformation using geocentric translations transformation method with parameter values dX=-76m dY=-138m dZ=+67m.,IGN Paris,EPSG,2000-03-07 00:00:00,,1,1 8532,Indian 1960 to WGS 84 (1),concatenated operation,4131,4326,PV-Vnm,1,1495,Oil exploration.,,,,May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=+199m dY=+931m dZ=+318.9m rX=rY=0 sec rZ=+0.814 sec dS=-0.38 ppm.,Various oil company sources.,EPSG,2000-03-07 00:00:00,,1,0 8537,Egypt 1907 to WGS 84 (2),concatenated operation,4229,4326,MCE-Egy,2,1086,Oil exploration.,,,,Used by Shell. May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=-121.8m dY=+98.1m dZ=-10.7m rX=rY=0 sec rZ=+0.554 sec dS=+0.2263 ppm.,Maridive,EPSG,2000-03-07 00:00:00,,1,0 8553,NAD27 to NAD83(HARN) (36),concatenated operation,4267,4152,NGS-Usa IL,36,1382,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8598.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8554,NAD27 to NAD83(HARN) (37),concatenated operation,4267,4152,NGS-Usa NJ,37,1399,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8615.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06 00:00:00,,1,0 8560,AGD84 to WGS 84 (5),concatenated operation,4203,4326,EPSG-Aus WA,5,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD84 to WGS 84 (6) (code 8579).,EPSG,EPSG,2000-06-10 00:00:00,,1,1 8562,Nord Sahara 1959 to WGS 84 (3),concatenated operation,4307,4326,CGG-Alg HM,3,2393,Oil exploration.,,,,Derived at IGN monument CFP19 using Transit. Can be implemented as a single 7-param Position Vector transformation with parameter values of dX=-156m dY=-87.2m dZ=+287.8m; rX=rY=0 rZ=+0.814sec; dS=-0.38ppm.,,EPSG,2000-06-23 00:00:00,,1,0 8563,NZGD49 to WGS 84 (3),concatenated operation,4272,4326,OSG-Nzl 1m,3,1175,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,,,,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8564,NAD27(CGQ77) to WGS 84 (2),concatenated operation,4609,4326,EPSG-Can Qc NT2,2,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8565,NAD27 to WGS 84 (31),concatenated operation,4267,4326,EPSG-Can Que,31,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8566,NAD83 to WGS 84 (6),concatenated operation,4269,4326,EPSG-Can Qc,6,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8567,OSGB36 / National Grid to WGS 84 (1),concatenated operation,27700,4326,EPSG-Gbr,1,1264,Assumes ETRS89 is coincident with WGS 84. Accuracy about 0.5m.,,,,Assumes ETRF89 is coincident with WGS 84. Accuracy about 0.5m.,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8568,Deir ez Zor to WGS 84 (1),concatenated operation,4227,4326,EPSG-Syr,1,2329,Oil exploration,,,,"Can be implemented as a position vector tfm with param. values dX=-174.6 dY=-3.1 dZ=238.1m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm.",EPSG,EPSG,2000-10-19 00:00:00,,1,0 8569,ED50 to WGS 84 (21),concatenated operation,4230,4326,EPSG-Nor N65 1997,21,2332,Oil exploration before 1997/2001.,,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Superseded by ED50 to WGS 84 (23) (code 1612) in April 2001.,EPSG guidance note #10.,EPSG,2000-10-19 00:00:00,2001.224,1,0 8570,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,EPSG,2001-06-05 00:00:00,2000.72 2001.06,1,0 8571,Accra to WGS 84 (2),concatenated operation,4168,4326,EPSG-Gha,2,1505,Oil industry.,,,,"Can be implemented as a position vector tfm with param. values dX=-171.16 dY=17.29 dZ=325.21m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm. Found in use within oil industry erroneously concatenated as dX=-171.16 dY=17.29 dZ=327.81m; rX=rY0 rZ=0.554"" dS=0.2263 ppm.",EPSG,EPSG,2000-10-19 00:00:00,,1,0 8572,Amersfoort to WGS 84 (2),concatenated operation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,Parameter values for step 1 from Amersfoort to ETRS89 (2) (code 1751). Step 2 assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8573,RGF93 to WGS 84 (1),concatenated operation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8574,American Samoa 1962 to WGS 84 (2),concatenated operation,4169,4326,EPSG-Asm,2,2288,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",EPSG,EPSG,2000-10-19 00:00:00,,1,1 8575,American Samoa 1962 to WGS 84 (3),concatenated operation,4169,4326,EPSG-Asm,3,2289,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",EPSG,EPSG,2000-10-19 00:00:00,,1,1 8576,AGD66 to WGS 84 (9),concatenated operation,4202,4326,EPSG-Aus Tas 1m,9,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (4) (code 8398).,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8577,AGD66 to WGS 84 (10),concatenated operation,4202,4326,EPSG-Aus NT,10,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8578,AGD66 to WGS 84 (11),concatenated operation,4202,4326,EPSG-Aus,11,2287,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (3) (code 8396) and AGD66 to WGS 84 (6) (code 8408).,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8579,AGD84 to WGS 84 (6),concatenated operation,4203,4326,EPSG-Aus WA,6,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD84 to WGS 84 (5) (code 8560).,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8580,IRENET95 to WGS 84 (1),concatenated operation,4173,4326,OSI-Ire,1,1305,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,EPSG,EPSG,2000-10-19 00:00:00,,1,1 8581,PSD93 to WGS 84 (2),concatenated operation,4134,4326,PDO-Omn 93,2,1183,Oil exploration.,,,,"Superseded by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378"" dS=16.8673ppm.",Petroleum Development Oman,EPSG,2001-06-05 00:00:00,,1,0 8582,Old Hawaiian to WGS 84 (2),concatenated operation,4135,4326,EPSG-Usa Hi,2,1334,Approximation at the +/- 1m level.,,,,Transformation steps are from Old Hawaiian to NAD83(HARN) (1) (code 8508) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8583,Puerto Rico to WGS 84 (2),concatenated operation,4139,4326,EPSG-PRVI,2,1335,Approximation at the +/- 1m level.,,,,Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 8481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-01-18 00:00:00,2002.02,1,0 8584,NAD27 to NAD83(CSRS98) (3),concatenated operation,4267,4140,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,EPSG,EPSG,2001-08-15 00:00:00,,1,1 8585,NAD27 to WGS 84 (36),concatenated operation,4267,4326,EPSG-Can AB,36,2376,Approximation at the +/- 1m level.,,,,Steps based on concatenated transformation NAD27 to NAD83(CSRS) (3) (code 8635) assuming that NAD83(CSRS) is equivalent to WGS 84.,EPSG,EPSG,2002-07-13 00:00:00,2002.41,1,0 8586,NAD27 to NAD83(HARN) (38),concatenated operation,4267,4152,NGS-Usa AR,38,1374,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8592.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 8587,NAD27 to NAD83(HARN) (39),concatenated operation,4267,4152,NGS-Usa IA,39,1384,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8600.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 8588,NAD27 to NAD83(HARN) (40),concatenated operation,4267,4152,NGS-Usa MN,40,1392,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8608.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 8589,NAD27 to NAD83(HARN) (41),concatenated operation,4267,4152,NGS-Usa MO,41,1394,Accuracy at 67% confidence level is 0.2m.,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8610.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15 00:00:00,,1,0 8590,NAD27 to WGS 84 (37),concatenated operation,4267,4152,EPSG-Usa AL,37,1372,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (1) (code 8460) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8591,NAD27 to WGS 84 (38),concatenated operation,4267,4326,EPSG-Usa AZ,38,1373,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (2) (code 8461) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8592,NAD27 to WGS 84 (39),concatenated operation,4267,4326,EPSG-Usa AR,39,1374,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (38) (code 8586) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8593,NAD27 to WGS 84 (40),concatenated operation,4267,4326,EPSG-Usa CA n,40,2297,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (3) (code 8462) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8594,NAD27 to WGS 84 (41),concatenated operation,4267,4326,EPSG-Usa CA s,41,2298,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (4) (code 8463) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8595,NAD27 to WGS 84 (42),concatenated operation,4267,4326,EPSG-Usa CO,42,1376,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (5) (code 8464) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8596,NAD27 to WGS 84 (43),concatenated operation,4267,4326,EPSG-Usa FL,43,1379,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (7) (code 8466) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8597,NAD27 to WGS 84 (44),concatenated operation,4267,4326,EPSG-Usa GA,44,1380,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (6) (code 8465) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8598,NAD27 to WGS 84 (45),concatenated operation,4267,4326,EPSG-Usa IL,45,1382,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (36) (code 8553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8599,NAD27 to WGS 84 (46),concatenated operation,4267,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (30) (code 8509) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8600,NAD27 to WGS 84 (47),concatenated operation,4267,4326,EPSG-Usa IA,47,1384,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (39) (code 8587) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8601,NAD27 to WGS 84 (48),concatenated operation,4267,4326,EPSG-Usa KS,48,1385,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (31) (code 8510) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8602,NAD27 to WGS 84 (49),concatenated operation,4267,4326,EPSG-Usa KY,49,1386,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (10) (code 8469) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8603,NAD27 to WGS 84 (50),concatenated operation,4267,4326,EPSG-Usa LA,50,1387,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (11) (code 8470) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8604,NAD27 to WGS 84 (51),concatenated operation,4267,4326,EPSG-Usa ME,51,1388,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (13) (code 8472) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8605,NAD27 to WGS 84 (52),concatenated operation,4267,4326,EPSG-Usa DE MD,52,2377,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (12) (code 8471) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8606,NAD27 to WGS 84 (53),concatenated operation,4267,4326,EPSG-Usa NewEng,53,2378,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (17) (code 8476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8607,NAD27 to WGS 84 (54),concatenated operation,4267,4326,EPSG-Usa MI,54,1391,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (14) (code 8473) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8608,NAD27 to WGS 84 (55),concatenated operation,4267,4326,EPSG-Usa MN,55,1392,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (40) (code 8588) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8609,NAD27 to WGS 84 (56),concatenated operation,4267,4326,EPSG-Usa MS,56,1393,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (15) (code 8474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8610,NAD27 to WGS 84 (57),concatenated operation,4267,4326,EPSG-Usa MO,57,1394,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (41) (code 8589) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8611,NAD27 to WGS 84 (58),concatenated operation,4267,4326,EPSG-Usa ID MT e,58,2382,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (8) (code 8467) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8612,NAD27 to WGS 84 (59),concatenated operation,4267,4326,EPSG-Usa ID MT w,59,2383,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (9) (code 8468) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8613,NAD27 to WGS 84 (60),concatenated operation,4267,4326,EPSG-Usa NE,60,1396,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (16) (code 8475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8614,NAD27 to WGS 84 (61),concatenated operation,4267,4326,EPSG-Usa NV,61,1397,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (32) (code 8511) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8615,NAD27 to WGS 84 (62),concatenated operation,4267,4326,EPSG-Usa NJ,62,1399,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (37) (code 8554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8616,NAD27 to WGS 84 (63),concatenated operation,4267,4326,EPSG-Usa NM,63,1400,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (18) (code 8477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8617,NAD27 to WGS 84 (64),concatenated operation,4267,4326,EPSG-Usa NY,64,1401,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (19) (code 8478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8618,NAD27 to WGS 84 (65),concatenated operation,4267,4326,EPSG-Usa ND,65,1403,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (20) (code 8479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8619,NAD27 to WGS 84 (66),concatenated operation,4267,4326,EPSG-Usa OH,66,1404,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (33) (code 8512) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8620,NAD27 to WGS 84 (67),concatenated operation,4267,4326,EPSG-Usa OK,67,1405,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (21) (code 8480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8621,NAD27 to WGS 84 (68),concatenated operation,4267,4326,EPSG-Usa OR WA,68,2381,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (27) (code 8487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8622,NAD27 to WGS 84 (69),concatenated operation,4267,4326,EPSG-Usa SD,69,1410,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (22) (code 8482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8623,NAD27 to WGS 84 (70),concatenated operation,4267,4326,EPSG-Usa TN,70,1411,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (23) (code 8483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8624,NAD27 to WGS 84 (71),concatenated operation,4267,4326,EPSG-Usa TX e,71,2379,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (24) (code 8484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8625,NAD27 to WGS 84 (72),concatenated operation,4267,4326,EPSG-Usa TX w,72,2380,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (25) (code 8485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8626,NAD27 to WGS 84 (73),concatenated operation,4267,4326,EPSG-Usa UT,73,1413,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (34) (code 8513) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8627,NAD27 to WGS 84 (74),concatenated operation,4267,4326,EPSG-Usa VA,74,1415,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (26) (code 8486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8628,NAD27 to WGS 84 (75),concatenated operation,4267,4326,EPSG-Usa WV,75,1417,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (35) (code 8514) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8629,NAD27 to WGS 84 (76),concatenated operation,4267,4326,EPSG-Usa WI,76,1418,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (28) (code 8488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8630,NAD27 to WGS 84 (77),concatenated operation,4267,4326,EPSG-Usa WY,77,1419,Approximation at the +/- 1m level.,,,,Transformation steps are from NAD27 to NAD83(HARN) (29) (code 8489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15 00:00:00,,1,0 8631,Garoua to WGS 84 (1),concatenated operation,4197,4326,EPSG-Cmr,1,2590,Oil industry.,,,,,EPSG,EPSG,2002-02-12 00:00:00,,1,0 8632,Kousseri to WGS 84 (1),concatenated operation,4198,4326,EPSG-Cmr,1,2591,Oil industry.,,,,,EPSG,EPSG,2002-02-12 00:00:00,,1,0 8633,Yoff to WGS 84 (1),concatenated operation,4310,4326,EPSG-SEN,1,1207,Military purposes.,,,,"Derived via WGS72. Can be used as a single positon vector transformation with parameter vaues of dX = -37 m, dY = +157 m, dZ = +89.5 m, rX = rY = 0 sec, rZ = 0.554 sec, dS = 0.219 ppm",TotalFinaElf,EPSG,2002-06-22 00:00:00,,1,0 8634,Beduaram to WGS 84 (1),concatenated operation,4213,4326,ELF-Ner SE,1,2771,Oil exploration.,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -101 m, dY = -111 m, dZ = +188.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",TotalFinaElf,EPSG,2002-06-28 00:00:00,,1,0 8635,NAD27 to NAD83(CSRS) (3),concatenated operation,4267,4617,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,EPSG,EPSG,2002-07-13 00:00:00,,1,0 8636,Carthage (Paris) to WGS 84 (1),concatenated operation,4816,4326,EPSG-Tun,1,1236,For military purposes.,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8637,Lisbon (Lisbon) to WGS 84 (1),concatenated operation,4803,4326,EPSG-Prt,1,1294,For applications to an accuracy of 2 metres.,,,,,EPSG,EPSG,2003-08-14 00:00:00,2003.234,1,0 8638,Makassar (Jakarta) to WGS 84 (1),concatenated operation,4804,4326,EPSG - Idn Sul SW,1,1316,Oil exploration.,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8639,NGO 1948 (Oslo) to WGS 84 (1),concatenated operation,4817,4326,EPSG-Nor,1,1182,For military purposes.,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8640,Nord Sahara 1959 (Paris) to WGS 84 (1),concatenated operation,4819,4326,EPSG-Dza,1,1026,For military purposes.,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8641,Segara (Jakarta) to WGS 84 (1),concatenated operation,4820,4326,EPSG-Idn Kal SW,1,1359,Accuracy estimate not available.,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8642,S-JTSK (Ferro) to WGS 84 (1),concatenated operation,4818,4326,EPSG-Cze,1,1306,?,,,,,,EPSG,2002-09-19 00:00:00,,1,0 8643,Greek to WGS 84 (1),concatenated operation,4120,4326,EPSG-Grc,1,1106,5m accuracy,,,,,EPSG,EPSG,2002-09-19 00:00:00,,1,0 8644,Greek (Athens) to WGS 84 (1),concatenated operation,4815,4326,EPSG-Grc,1,1106,5m accuracy.,,,,,EPSG,EPSG,2002-09-19 00:00:00,,1,0 8645,MGI (Ferro) to WGS 84 (2),concatenated operation,4805,4326,BEV-Aut,2,1037,2m accuracy,,,,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2002-09-19 00:00:00,,1,0 8646,Manoca 1962 to WGS 84 (1),concatenated operation,4193,4326,,1,1060,Oil exploration,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",,EPSG,2002-11-18 00:00:00,,1,0 8647,NAD27 to WGS 84 (78),concatenated operation,4267,4326,EPSG-Can E Off,78,2831,Oil industry operations.,,,,,Various oil industry sources.,EPSG,2003-02-25 00:00:00,,1,0 8648,Lisbon 1890 (Lisbon) to WGS 84 (1),concatenated operation,4904,4326,EPSG-Prt 5m,1,1294,Low accuracy applications.,,,,,EPSG,EPSG,2003-08-14 00:00:00,,1,0 8649,Lisbon 1890 (Lisbon) to WGS 84 (2),concatenated operation,4904,4326,EPSG-Prt 1m,2,1294,Medium accuracy applications.,,,,,EPSG,EPSG,2003-08-14 00:00:00,,1,0 10101,Alabama CS27 East zone,conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 10102,Alabama CS27 West zone,conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 10131,SPCS83 Alabama East zone (meters),conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 10132,SPCS83 Alabama West zone (meters),conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 10201,Arizona Coordinate System East zone,conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 10202,Arizona Coordinate System Central zone,conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 10203,Arizona Coordinate System West zone,conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 10231,SPCS83 Arizona East zone (meters),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15304 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.093 2001.03,1,0 10232,SPCS83 Arizona Central zone (meters),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15305 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 10233,SPCS83 Arizona West zone (meters),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15306 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.093 2001.03,1,0 10301,Arkansas CS27 North,conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10302,Arkansas CS27 South,conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10331,SPCS83 Arkansas North zone (meters),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10332,SPCS83 Arkansas South zone (meters),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10401,California CS27 zone I,conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10402,California CS27 zone II,conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10403,California CS27 zone III,conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10404,California CS27 zone IV,conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10405,California CS27 zone V,conversion,,,,,2179,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10406,California CS27 zone VI,conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10407,California CS27 zone VII,conversion,,,,,2181,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10431,SPCS83 California zone 1 (meters),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15307 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10432,SPCS83 California zone 2 (meters),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15308 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10433,SPCS83 California zone 3 (meters),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15309 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10434,SPCS83 California zone 4 (meters),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15310 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10435,SPCS83 California zone 5 (meters),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15311 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10436,SPCS83 California zone 6 (meters),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15312 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10501,Colorado CS27 North zone,conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10502,Colorado CS27 Central zone,conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10503,Colorado CS27 South zone,conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10531,SPCS83 Colorado North zone (meters),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15313 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10532,SPCS83 Colorado Central zone (meters),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15314 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10533,SPCS83 Colorado South zone (meters),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15315 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 10600,Connecticut CS27,conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,0 10630,SPCS83 Connecticut zone (meters),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15316 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 10700,Delaware CS27,conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 10730,SPCS83 Delaware zone (meters),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15317 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.094 2001.03,1,0 10901,Florida CS27 East zone,conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 10902,Florida CS27 West zone,conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 10903,Florida CS27 North zone,conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 10931,SPCS83 Florida East zone (meters),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15318 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 10932,SPCS83 Florida West zone (meters),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15319 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 10933,SPCS83 Florida North zone (meters),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15320 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11001,Georgia CS27 East zone,conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11002,Georgia CS27 West zone,conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11031,SPCS83 Georgia East zone (meters),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15321 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11032,SPCS83 Georgia West zone (meters),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15322 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11101,Idaho CS27 East zone,conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11102,Idaho CS27 Central zone,conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11103,Idaho CS27 West zone,conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11131,SPCS83 Idaho East zone (meters),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15323 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11132,SPCS83 Idaho Central zone (meters),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15324 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11133,SPCS83 Idaho West zone (meters),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15325 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11201,Illinois CS27 East zone,conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11202,Illinois CS27 West zone,conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11231,SPCS83 Illinois East zone (meters),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11232,SPCS83 Illinois West zone (meters),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11301,Indiana CS27 East zone,conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11302,Indiana CS27 West zone,conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11331,SPCS83 Indiana East zone (meters),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15372 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13 00:00:00,95.30 96.29 2001.03 2002.770,1,0 11332,SPCS83 Indiana West zone (meters),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15373 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13 00:00:00,95.30 96.29 2001.03 2002.770,1,0 11401,Iowa CS27 North zone,conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11402,Iowa CS27 South zone,conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11431,SPCS83 Iowa North zone (meters),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11432,SPCS83 Iowa South zone (meters),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11501,Kansas CS27 North zone,conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11502,Kansas CS27 South zone,conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11531,SPCS83 Kansas North zone (meters),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11532,SPCS83 Kansas South zone (meters),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11601,Kentucky CS27 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11602,Kentucky CS27 South zone,conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11631,Kentucky CS83 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28,1,1 11632,SPCS83 Kentucky South zone (meters),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15329 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11701,Louisiana CS27 North zone,conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11702,Louisiana CS27 South zone,conversion,,,,,2205,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 11731,SPCS83 Louisiana North zone (meters),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11732,SPCS83 Louisiana South zone (meters),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 11801,Maine CS27 East zone,conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11802,Maine CS27 West zone,conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 11831,SPCS83 Maine East zone (meters),conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11832,SPCS83 Maine West zone (meters),conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 11900,Maryland CS27,conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,0 11930,SPCS83 Maryland zone (meters),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15330 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 12001,Massachusetts CS27 Mainland zone,conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12002,Massachusetts CS27 Island zone,conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12031,SPCS83 Massachusetts Mainland zone (meters),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15331 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28 2001.03,1,0 12032,SPCS83 Massachusetts Island zone (meters),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15332 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12101,Michigan State Plane East zone,conversion,,,,,1720,Obsolete.,9807,,,Superseded by north central and south zones.,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 98.22 2000.092,1,0 12102,Michigan State Plane Old Central zone,conversion,,,,,1721,Obsolete.,9807,,,Superseded by north central and south zones.,USGS Professional Paper #1395,EPSG,1998-11-11 00:00:00,95.30 96.29 98.22,1,0 12103,Michigan State Plane West zone,conversion,,,,,1722,Obsolete.,9807,,,Superseded by north central and south zones.,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 98.22 2000.092,1,0 12111,Michigan CS27 North zone,conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.28 96.29 98.22 99.28,1,0 12112,Michigan CS27 Central zone,conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.28 96.29 98.22 99.28,1,0 12113,Michigan CS27 South zone,conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.28 96.29 98.22 99.28,1,0 12141,SPCS83 Michigan North zone (meters),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15333 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12142,SPCS83 Michigan Central zone (meters),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15334 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12143,SPCS83 Michigan South zone (meters),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15335 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12201,Minnesota CS27 North zone,conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12202,Minnesota CS27 Central zone,conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12203,Minnesota CS27 South zone,conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12231,SPCS83 Minnesota North zone (meters),conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12232,SPCS83 Minnesota Central zone (meters),conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12233,SPCS83 Minnesota South zone (meters),conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 12301,Mississippi CS27 East zone,conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 12302,Mississippi CS27 West zone,conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 12331,SPCS83 Mississippi East zone (meters),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15336 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12332,SPCS83 Mississippi West zone (meters),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15337 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12401,Missouri CS27 East zone,conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.18 95.30 96.29 2000.092,1,0 12402,Missouri CS27 Central zone,conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 12403,Missouri CS27 West zone,conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 12431,SPCS83 Missouri East zone (meters),conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12432,SPCS83 Missouri Central zone (meters),conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12433,SPCS83 Missouri West zone (meters),conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12501,Montana CS27 North zone,conversion,,,,,2211,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12502,Montana CS27 Central zone,conversion,,,,,2210,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12503,Montana CS27 South zone,conversion,,,,,2212,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12530,SPCS83 Montana zone (meters),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15338 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 12601,Nebraska CS27 North zone,conversion,,,,,2221,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12602,Nebraska CS27 South zone,conversion,,,,,2222,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 12630,SPCS83 Nebraska zone (meters),conversion,,,,,1396,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 12701,Nevada CS27 East zone,conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 12702,Nevada CS27 Central zone,conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.093,1,0 12703,Nevada CS27 West zone,conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 12731,SPCS83 Nevada East zone (meters),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12732,SPCS83 Nevada Central zone (meters),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12733,SPCS83 Nevada West zone (meters),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 12800,New Hampshire CS27,conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 12830,SPCS83 New Hampshire zone (meters),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.094 2001.03,1,0 12900,New Jersey CS27,conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.094,1,0 12930,SPCS83 New Jersey zone (meters),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.094 2001.03,1,0 13001,New Mexico CS27 East zone,conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 13002,New Mexico CS27 Central zone,conversion,,,,,2229,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 13003,New Mexico CS27 West zone,conversion,,,,,2230,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 13031,SPCS83 New Mexico East zone (meters),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15339 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13032,SPCS83 New Mexico Central zone (meters),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15340 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13033,SPCS83 New Mexico West zone (meters),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15341 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13101,New York CS27 East zone,conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.18 95.30 96.29 2000.092,1,0 13102,New York CS27 Central zone,conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 13103,New York CS27 West zone,conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 13104,New York CS27 Long Island zone,conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13131,SPCS83 New York East zone (meters),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15342 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13132,SPCS83 New York Central zone (meters),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15343 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13133,SPCS83 New York West zone (meters),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,9807,,,See code 15344 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 13134,SPCS83 New York Long Island zone (meters),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15345 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13200,North Carolina CS27,conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,0 13230,SPCS83 North Carolina zone (meters),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15346 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 13301,North Dakota CS27 North zone,conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13302,North Dakota CS27 South zone,conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13331,SPCS83 North Dakota North zone (meters),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15347 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13332,SPCS83 North Dakota South zone (meters),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15348 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13401,Ohio CS27 North zone,conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13402,Ohio CS27 South zone,conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13431,SPCS83 Ohio North zone (meters),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13432,SPCS83 Ohio South zone (meters),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13501,Oklahoma CS27 North zone,conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13502,Oklahoma CS27 South zone,conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13531,SPCS83 Oklahoma North zone (meters),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15349 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13532,SPCS83 Oklahoma South zone (meters),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15350 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13601,Oregon CS27 North zone,conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13602,Oregon CS27 South zone,conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13631,SPCS83 Oregon North zone (meters),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15351 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13632,SPCS83 Oregon South zone (meters),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15352 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13633,Oregon GIC Lambert (meters),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,9802,,,See code 15375 for equivalent non-metric definition.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19 00:00:00,,1,0 13701,Pennsylvania CS27 North zone,conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13702,Pennsylvania CS27 South zone,conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13731,SPCS83 Pennsylvania North zone (meters),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15353 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13732,SPCS83 Pennsylvania South zone (meters),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15354 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 13800,Rhode Island CS27,conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.094,1,0 13830,SPCS83 Rhode Island zone (meters),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.094 2001.03,1,0 13901,South Carolina CS27 North zone,conversion,,,,,2247,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13902,South Carolina CS27 South zone,conversion,,,,,2248,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 13930,SPCS83 South Carolina zone (meters),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15355 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 14001,South Dakota CS27 North zone,conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14002,South Dakota CS27 South zone,conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14031,SPCS83 South Dakota North zone (meters),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14032,SPCS83 South Dakota South zone (meters),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14100,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,1 14130,SPCS83 Tennessee zone (meters),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15356 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2000.094 2001.03,1,0 14201,Texas CS27 North zone,conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14202,Texas CS27 North Central zone,conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14203,Texas CS27 Central zone,conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14204,Texas CS27 South Central zone,conversion,,,,,2256,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14205,Texas CS27 South zone,conversion,,,,,2255,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14231,SPCS83 Texas North zone (meters),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15357 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14232,SPCS83 Texas North Central zone (meters),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15358 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14233,SPCS83 Texas Central zone (meters),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15359 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14234,SPCS83 Texas South Central zone (meters),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15360 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14235,SPCS83 Texas South zone (meters),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15361 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14301,Utah CS27 North zone,conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14302,Utah CS27 Central zone,conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14303,Utah CS27 South zone,conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14331,SPCS83 Utah North zone (meters),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15362 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14332,SPCS83 Utah Central zone (meters),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15363 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14333,SPCS83 Utah South zone (meters),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15364 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14400,Vermont CS27,conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.094,1,0 14430,SPCS83 Vermont zone (meters),conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.094 2001.03,1,0 14501,Virginia CS27 North zone,conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14502,Virginia CS27 South zone,conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14531,SPCS83 Virginia North zone (meters),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15365 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14532,SPCS83 Virginia South zone (meters),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15366 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14601,Washington CS27 North zone,conversion,,,,,2262,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14602,Washington CS27 South zone,conversion,,,,,2263,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14631,SPCS83 Washington North zone (meters),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15367 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14632,SPCS83 Washington South zone (meters),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15368 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14701,West Virginia CS27 North zone,conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14702,West Virginia CS27 South zone,conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14731,SPCS83 West Virginia North zone (meters),conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14732,SPCS83 West Virginia South zone (meters),conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14801,Wisconsin CS27 North zone,conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14802,Wisconsin CS27 Central zone,conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14803,Wisconsin CS27 South zone,conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 14831,SPCS83 Wisconsin North zone (meters),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15369 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14832,SPCS83 Wisconsin Central zone (meters),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15370 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14833,SPCS83 Wisconsin South zone (meters),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15371 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 14901,Wyoming CS27 East zone,conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 14902,Wyoming CS27 East Central zone,conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 14903,Wyoming CS27 West Central zone,conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 14904,Wyoming CS27 West zone,conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 2000.092,1,0 14931,SPCS83 Wyoming East zone (meters),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.092 2001.03,1,0 14932,SPCS83 Wyoming East Central zone (meters),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.092 2001.03,1,0 14933,SPCS83 Wyoming West Central zone (meters),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.092 2001.03,1,0 14934,SPCS83 Wyoming West zone (meters),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2000.092 2001.03,1,0 15001,Alaska CS27 zone 1,conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,9812,,,"If using Oblique Mercator method (code 9815), Ec=2685642.82 ftUS, Nc=1887198.47 ftUS.",USGS Professional Paper #1395,EPSG,1997-04-11 00:00:00,96.29 97.08,1,0 15002,Alaska CS27 zone 2,conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15003,Alaska CS27 zone 3,conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15004,Alaska CS27 zone 4,conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15005,Alaska CS27 zone 5,conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15006,Alaska CS27 zone 6,conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15007,Alaska CS27 zone 7,conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15008,Alaska CS27 zone 8,conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15009,Alaska CS27 zone 9,conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15010,Alaska CS27 zone 10,conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 15020,Alaska Albers,conversion,,,,,1330,Small scale mapping and state planning.,9822,,,,,EPSG,2002-09-19 00:00:00,,1,0 15031,SPCS83 Alaska zone 1 (meters),conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,9812,,,"If using Oblique Mercator method (code 9815), Ec=818585.57 m, Nc=575219.25 m.",NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,96.29 2001.03,1,0 15032,SPCS83 Alaska zone 2 (meters),conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15033,SPCS83 Alaska zone 3 (meters),conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15034,SPCS83 Alaska zone 4 (meters),conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15035,SPCS83 Alaska zone 5 (meters),conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15036,SPCS83 Alaska zone 6 (meters),conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15037,SPCS83 Alaska zone 7 (meters),conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15038,SPCS83 Alaska zone 8 (meters),conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15039,SPCS83 Alaska zone 9 (meters),conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15040,SPCS83 Alaska zone 10 (meters),conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 15101,Hawaii CS27 zone 1,conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15102,Hawaii CS27 zone 2,conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15103,Hawaii CS27 zone 3,conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15104,Hawaii CS27 zone 4,conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15105,Hawaii CS27 zone 5,conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 15131,SPCS83 Hawaii zone 1 (meters),conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15132,SPCS83 Hawaii zone 2 (meters),conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15133,SPCS83 Hawaii zone 3 (meters),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15134,SPCS83 Hawaii zone 4 (meters),conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15135,SPCS83 Hawaii zone 5 (meters),conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 2001.03,1,0 15201,Puerto Rico CS27,conversion,,,,,1194,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,0 15202,St. Croix CS27,conversion,,,,,1254,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07 00:00:00,95.30 96.29 99.28 2000.094,1,0 15230,SPCS83 Puerto Rico & Virgin Islands zone (meters),conversion,,,,,2251,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06 00:00:00,95.30 96.29 99.28 2001.03,1,0 15300,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.,US National Geodetic Survey (NGS),EPSG,2000-10-19 00:00:00,,1,1 15301,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.,US National Geodetic Survey (NGS),EPSG,2001-08-28 00:00:00,,1,0 15302,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,9802,,,,USGS Professional Paper #1395,EPSG,2001-10-04 00:00:00,2001.45,1,0 15303,SPCS83 Kentucky North zone (meters),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,9802,,,See code 15328 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-10-04 00:00:00,2001.03 2001.45,1,0 15304,SPCS83 Arizona East zone (International feet),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15305,SPCS83 Arizona Central zone (International feet),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15306,SPCS83 Arizona West zone (International feet),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15307,SPCS83 California zone 1 (US Survey feet),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10431.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15308,SPCS83 California zone 2 (US Survey feet),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10432.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15309,SPCS83 California zone 3 (US Survey feet),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10433.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15310,SPCS83 California zone 4 (US Survey feet),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10434.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15311,SPCS83 California zone 5 (US Survey feet),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10435.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15312,SPCS83 California zone 6 (US Survey feet),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10436.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15313,SPCS83 Colorado North zone (US Survey feet),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15314,SPCS83 Colorado Central zone (US Survey feet),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15315,SPCS83 Colorado South zone (US Survey feet),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10533.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15316,SPCS83 Connecticut zone (US Survey feet),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10630.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15317,SPCS83 Delaware zone (US Survey feet),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10730.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15318,SPCS83 Florida East zone (US Survey feet),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10931.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15319,SPCS83 Florida West zone (US Survey feet),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10932.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15320,SPCS83 Florida North zone (US Survey feet),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10933.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15321,SPCS83 Georgia East zone (US Survey feet),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15322,SPCS83 Georgia West zone (US Survey feet),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15323,SPCS83 Idaho East zone (US Survey feet),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15324,SPCS83 Idaho Central zone (US Survey feet),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15325,SPCS83 Idaho West zone (US Survey feet),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15326,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,1 15327,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,1 15328,SPCS83 Kentucky North zone (US Survey feet),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 15303.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15329,SPCS83 Kentucky South zone (US Survey feet),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15330,SPCS83 Maryland zone (US Survey feet),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15331,SPCS83 Massachusetts Mainland zone (US Survey feet),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15332,SPCS83 Massachusetts Island zone (US Survey feet),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15333,SPCS83 Michigan North zone (International feet),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12141.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15334,SPCS83 Michigan Central zone (International feet),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12142.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15335,SPCS83 Michigan South zone (International feet),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12143.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15336,SPCS83 Mississippi East zone (US Survey feet),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15337,SPCS83 Mississippi West zone (US Survey feet),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15338,SPCS83 Montana zone (International feet),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12530.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15339,SPCS83 New Mexico East zone (US Survey feet),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15340,SPCS83 New Mexico Central zone (US Survey feet),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15341,SPCS83 New Mexico West zone (US Survey feet),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13033.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15342,SPCS83 New York East zone (US Survey feet),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15343,SPCS83 New York Central zone (US Survey feet),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15344,SPCS83 New York West zone (US Survey feet),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15345,SPCS83 New York Long Island zone (US Survey feet),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13134.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15346,SPCS83 North Carolina zone (US Survey feet),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13230.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15347,SPCS83 North Dakota North zone (International feet),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15348,SPCS83 North Dakota South zone (International feet),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15349,SPCS83 Oklahoma North zone (US Survey feet),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15350,SPCS83 Oklahoma South zone (US Survey feet),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15351,SPCS83 Oregon North zone (International feet),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15352,SPCS83 Oregon South zone (International feet),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15353,SPCS83 Pennsylvania North zone (US Survey feet),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13731.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15354,SPCS83 Pennsylvania South zone (US Survey feet),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13732.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15355,SPCS83 South Carolina zone (International feet),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15356,SPCS83 Tennessee zone (US Survey feet),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14130.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15357,SPCS83 Texas North zone (US Survey feet),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15358,SPCS83 Texas North Central zone (US Survey feet),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15359,SPCS83 Texas Central zone (US Survey feet),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15360,SPCS83 Texas South Central zone (US Survey feet),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14234.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15361,SPCS83 Texas South zone (US Survey feet),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14235.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15362,SPCS83 Utah North zone (International feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15363,SPCS83 Utah Central zone (International feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14333.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15364,SPCS83 Utah South zone (International feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14334.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15365,SPCS83 Virginia North zone (US Survey feet),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15366,SPCS83 Virginia South zone (US Survey feet),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15367,SPCS83 Washington North zone (US Survey feet),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15368,SPCS83 Washington South zone (US Survey feet),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15369,SPCS83 Wisconsin North zone (US Survey feet),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14831.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15370,SPCS83 Wisconsin Central zone (US Survey feet),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14832.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15371,SPCS83 Wisconsin South zone (US Survey feet),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14833.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06 00:00:00,,1,0 15372,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13 00:00:00,,1,0 15373,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13 00:00:00,,1,0 15374,Oregon GIC Lambert (International feet),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric definition see code 13633.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19 00:00:00,,1,0 15914,BLM zone 14N (US survey feet),conversion,,,,,2171,US survey foot form of UTM zone 14N,9807,,,"Sometimes locally referred to as ""UTM zone 14"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12 00:00:00,95.30 96.29 2002.12,1,0 15915,BLM zone 15N (US survey feet),conversion,,,,,2172,US survey foot form of UTM zone 15N,9807,,,"Sometimes locally referred to as ""UTM zone 15"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12 00:00:00,95.30 96.29 2002.12,1,0 15916,BLM zone 16N (US survey feet),conversion,,,,,2173,US survey foot form of UTM zone 16N,9807,,,"Sometimes locally referred to as ""UTM zone 16"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12 00:00:00,95.30 96.29 2002.12,1,0 15917,BLM zone 17N (US survey feet),conversion,,,,,2174,US survey foot form of UTM zone 17N,9807,,,"Sometimes locally referred to as ""UTM zone 17"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12 00:00:00,95.30 96.29 2002.12,1,0 16000,UTM grid system (northern hemisphere),conversion,,,,,1998,For strict use within zone boundaries,9824,,,Use UTM zone xx N (codes 16001-16060) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 16001,UTM zone 1N,conversion,,,,,1873,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16002,UTM zone 2N,conversion,,,,,1875,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16003,UTM zone 3N,conversion,,,,,1877,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16004,UTM zone 4N,conversion,,,,,1879,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16005,UTM zone 5N,conversion,,,,,1881,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16006,UTM zone 6N,conversion,,,,,1883,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16007,UTM zone 7N,conversion,,,,,1885,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16008,UTM zone 8N,conversion,,,,,1887,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16009,UTM zone 9N,conversion,,,,,1889,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16010,UTM zone 10N,conversion,,,,,1891,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16011,UTM zone 11N,conversion,,,,,1893,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16012,UTM zone 12N,conversion,,,,,1895,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16013,UTM zone 13N,conversion,,,,,1897,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16014,UTM zone 14N,conversion,,,,,1899,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16015,UTM zone 15N,conversion,,,,,1901,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16016,UTM zone 16N,conversion,,,,,1903,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16017,UTM zone 17N,conversion,,,,,1905,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16018,UTM zone 18N,conversion,,,,,1907,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16019,UTM zone 19N,conversion,,,,,1909,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16020,UTM zone 20N,conversion,,,,,1911,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16021,UTM zone 21N,conversion,,,,,1913,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16022,UTM zone 22N,conversion,,,,,1915,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16023,UTM zone 23N,conversion,,,,,1917,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16024,UTM zone 24N,conversion,,,,,1919,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16025,UTM zone 25N,conversion,,,,,1921,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16026,UTM zone 26N,conversion,,,,,1923,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16027,UTM zone 27N,conversion,,,,,1925,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16028,UTM zone 28N,conversion,,,,,1927,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16029,UTM zone 29N,conversion,,,,,1929,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16030,UTM zone 30N,conversion,,,,,1931,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16031,UTM zone 31N,conversion,,,,,1933,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16032,UTM zone 32N,conversion,,,,,1935,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16033,UTM zone 33N,conversion,,,,,1937,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16034,UTM zone 34N,conversion,,,,,1939,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16035,UTM zone 35N,conversion,,,,,1941,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16036,UTM zone 36N,conversion,,,,,1943,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16037,UTM zone 37N,conversion,,,,,1945,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16038,UTM zone 38N,conversion,,,,,1947,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16039,UTM zone 39N,conversion,,,,,1949,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16040,UTM zone 40N,conversion,,,,,1951,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16041,UTM zone 41N,conversion,,,,,1953,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16042,UTM zone 42N,conversion,,,,,1955,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16043,UTM zone 43N,conversion,,,,,1957,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16044,UTM zone 44N,conversion,,,,,1959,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16045,UTM zone 45N,conversion,,,,,1961,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16046,UTM zone 46N,conversion,,,,,1963,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16047,UTM zone 47N,conversion,,,,,1965,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16048,UTM zone 48N,conversion,,,,,1967,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16049,UTM zone 49N,conversion,,,,,1969,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16050,UTM zone 50N,conversion,,,,,1971,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16051,UTM zone 51N,conversion,,,,,1973,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16052,UTM zone 52N,conversion,,,,,1975,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16053,UTM zone 53N,conversion,,,,,1977,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16054,UTM zone 54N,conversion,,,,,1979,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16055,UTM zone 55N,conversion,,,,,1981,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16056,UTM zone 56N,conversion,,,,,1983,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16057,UTM zone 57N,conversion,,,,,1985,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16058,UTM zone 58N,conversion,,,,,1987,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16059,UTM zone 59N,conversion,,,,,1989,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16060,UTM zone 60N,conversion,,,,,1991,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16061,Universal Polar Stereographic North,conversion,,,,,1996,Large and medium scale topographic mapping and engineering survey.,9810,,,,NIMA TR8358.2,EPSG,2000-03-07 00:00:00,97.18 2000.094 2003.22,1,0 16070,3-degree Gauss-Kruger zone 40,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 120E (code 16170). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16071,3-degree Gauss-Kruger zone 41,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 123E (code 16171). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16072,3-degree Gauss-Kruger zone 42,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 126E (code 16172). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16073,3-degree Gauss-Kruger zone 43,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 129E (code 16173). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16074,3-degree Gauss-Kruger zone 44,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 132E (code 16174). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16075,3-degree Gauss-Kruger zone 45,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 135E (code 16175). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16076,3-degree Gauss-Kruger zone 46,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 138E (code 16176). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16077,3-degree Gauss-Kruger zone 47,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 141E (code 16177). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16078,3-degree Gauss-Kruger zone 48,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 144E (code 16178). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16079,3-degree Gauss-Kruger zone 49,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 147E (code 16179). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16080,3-degree Gauss-Kruger zone 50,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 150E (code 16180). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16081,3-degree Gauss-Kruger zone 51,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 153E (code 16181). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16082,3-degree Gauss-Kruger zone 52,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 156E (code 16182). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16083,3-degree Gauss-Kruger zone 53,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 159E (code 16183). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16084,3-degree Gauss-Kruger zone 54,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 162E (code 16184). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16085,3-degree Gauss-Kruger zone 55,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 165E (code 16185). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16086,3-degree Gauss-Kruger zone 56,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168E (code 16186). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16087,3-degree Gauss-Kruger zone 57,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 171E (code 16187). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16088,3-degree Gauss-Kruger zone 58,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174E (code 16188). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16089,3-degree Gauss-Kruger zone 59,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 177E (code 16189). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16090,3-degree Gauss-Kruger zone 60,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16091,3-degree Gauss-Kruger zone 61,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 177W (code 16191). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16092,3-degree Gauss-Kruger zone 62,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174W (code 16192). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16093,3-degree Gauss-Kruger zone 63,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 171W (code 16193). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16094,3-degree Gauss-Kruger zone 64,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168W (code 16194). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16100,UTM grid system (southern hemisphere),conversion,,,,,1999,For strict use within zone boundaries,9824,,,Use UTM zone xx S (codes 16101-16160) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 16101,UTM zone 1S,conversion,,,,,1874,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16102,UTM zone 2S,conversion,,,,,1876,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16103,UTM zone 3S,conversion,,,,,1878,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16104,UTM zone 4S,conversion,,,,,1880,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16105,UTM zone 5S,conversion,,,,,1882,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16106,UTM zone 6S,conversion,,,,,1884,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16107,UTM zone 7S,conversion,,,,,1886,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16108,UTM zone 8S,conversion,,,,,1888,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16109,UTM zone 9S,conversion,,,,,1890,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16110,UTM zone 10S,conversion,,,,,1892,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16111,UTM zone 11S,conversion,,,,,1894,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16112,UTM zone 12S,conversion,,,,,1896,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16113,UTM zone 13S,conversion,,,,,1898,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16114,UTM zone 14S,conversion,,,,,1900,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16115,UTM zone 15S,conversion,,,,,1902,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16116,UTM zone 16S,conversion,,,,,1904,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16117,UTM zone 17S,conversion,,,,,1906,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16118,UTM zone 18S,conversion,,,,,1908,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16119,UTM zone 19S,conversion,,,,,1910,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16120,UTM zone 20S,conversion,,,,,1912,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16121,UTM zone 21S,conversion,,,,,1914,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16122,UTM zone 22S,conversion,,,,,1916,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16123,UTM zone 23S,conversion,,,,,1918,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16124,UTM zone 24S,conversion,,,,,1920,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16125,UTM zone 25S,conversion,,,,,1922,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16126,UTM zone 26S,conversion,,,,,1924,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16127,UTM zone 27S,conversion,,,,,1926,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16128,UTM zone 28S,conversion,,,,,1928,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16129,UTM zone 29S,conversion,,,,,1930,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16130,UTM zone 30S,conversion,,,,,1932,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16131,UTM zone 31S,conversion,,,,,1934,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16132,UTM zone 32S,conversion,,,,,1936,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16133,UTM zone 33S,conversion,,,,,1938,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16134,UTM zone 34S,conversion,,,,,1940,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16135,UTM zone 35S,conversion,,,,,1942,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16136,UTM zone 36S,conversion,,,,,1944,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16137,UTM zone 37S,conversion,,,,,1946,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16138,UTM zone 38S,conversion,,,,,1948,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16139,UTM zone 39S,conversion,,,,,1950,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16140,UTM zone 40S,conversion,,,,,1952,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16141,UTM zone 41S,conversion,,,,,1954,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16142,UTM zone 42S,conversion,,,,,1956,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16143,UTM zone 43S,conversion,,,,,1958,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16144,UTM zone 44S,conversion,,,,,1960,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16145,UTM zone 45S,conversion,,,,,1962,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16146,UTM zone 46S,conversion,,,,,1964,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16147,UTM zone 47S,conversion,,,,,1966,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16148,UTM zone 48S,conversion,,,,,1968,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16149,UTM zone 49S,conversion,,,,,1970,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16150,UTM zone 50S,conversion,,,,,1972,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16151,UTM zone 51S,conversion,,,,,1974,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16152,UTM zone 52S,conversion,,,,,1976,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16153,UTM zone 53S,conversion,,,,,1978,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16154,UTM zone 54S,conversion,,,,,1980,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16155,UTM zone 55S,conversion,,,,,1982,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16156,UTM zone 56S,conversion,,,,,1984,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16157,UTM zone 57S,conversion,,,,,1986,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16158,UTM zone 58S,conversion,,,,,1988,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16159,UTM zone 59S,conversion,,,,,1990,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16160,UTM zone 60S,conversion,,,,,1992,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.28,1,0 16161,Universal Polar Stereographic South,conversion,,,,,1997,Large and medium scale topographic mapping and engineering survey.,9810,,,,NIMA TR8358.2,EPSG,2000-03-07 00:00:00,97.18 2000.094 2003.22,1,0 16170,3-degree Gauss-Kruger CM 120E,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 40N (code 16070) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16171,3-degree Gauss-Kruger CM 123E,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 41N (code 16071) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16172,3-degree Gauss-Kruger CM 126E,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 42N (code 16072) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16173,3-degree Gauss-Kruger CM 129E,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 43N (code 16073) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16174,3-degree Gauss-Kruger CM 132E,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 44N (code 16074) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16175,3-degree Gauss-Kruger CM 135E,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 45N (code 16075) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16176,3-degree Gauss-Kruger CM 138E,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 46N (code 16076) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16177,3-degree Gauss-Kruger CM 141E,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 47N (code 16077) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16178,3-degree Gauss-Kruger CM 144E,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 48N (code 16078) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16179,3-degree Gauss-Kruger CM 147E,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 49N (code 16079) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16180,3-degree Gauss-Kruger CM 150E,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 50N (code 16080) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16181,3-degree Gauss-Kruger CM 153E,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 51N (code 16081) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16182,3-degree Gauss-Kruger CM 156E,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 52N (code 16082) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16183,3-degree Gauss-Kruger CM 159E,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 53N (code 16083) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16184,3-degree Gauss-Kruger CM 162E,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 54N (code 16084) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16185,3-degree Gauss-Kruger CM 165E,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 55N (code 16085) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16186,3-degree Gauss-Kruger CM 168E,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 56N (code 16086) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16187,3-degree Gauss-Kruger CM 171E,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 57N (code 16087) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16188,3-degree Gauss-Kruger CM 174E,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 58N (code 16088) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16189,3-degree Gauss-Kruger CM 177E,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 59N (code 16089) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16190,3-degree Gauss-Kruger CM 180,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 60N (code 16090) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16191,3-degree Gauss-Kruger CM 177W,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 61N (code 16091) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16192,3-degree Gauss-Kruger CM 174W,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 62N (code 16092) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16193,3-degree Gauss-Kruger CM 171W,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 63N (code 16093) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16194,3-degree Gauss-Kruger CM 168W,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 64N (code 16094) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16201,6-degree Gauss-Kruger zone 1,conversion,,,,,1933,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16202,6-degree Gauss-Kruger zone 2,conversion,,,,,2741,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16203,6-degree Gauss-Kruger zone 3,conversion,,,,,2742,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16204,6-degree Gauss-Kruger zone 4,conversion,,,,,2743,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16205,6-degree Gauss-Kruger zone 5,conversion,,,,,2744,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16206,6-degree Gauss-Kruger zone 6,conversion,,,,,2745,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16207,6-degree Gauss-Kruger zone 7,conversion,,,,,2746,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16208,6-degree Gauss-Kruger zone 8,conversion,,,,,1947,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16209,6-degree Gauss-Kruger zone 9,conversion,,,,,1949,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16210,6-degree Gauss-Kruger zone 10,conversion,,,,,1951,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16211,6-degree Gauss-Kruger zone 11,conversion,,,,,1953,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16212,6-degree Gauss-Kruger zone 12,conversion,,,,,1955,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16213,6-degree Gauss-Kruger zone 13,conversion,,,,,1957,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16214,6-degree Gauss-Kruger zone 14,conversion,,,,,1959,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16215,6-degree Gauss-Kruger zone 15,conversion,,,,,1961,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16216,6-degree Gauss-Kruger zone 16,conversion,,,,,1963,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16217,6-degree Gauss-Kruger zone 17,conversion,,,,,1965,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16218,6-degree Gauss-Kruger zone 18,conversion,,,,,1967,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16219,6-degree Gauss-Kruger zone 19,conversion,,,,,1969,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16220,6-degree Gauss-Kruger zone 20,conversion,,,,,1971,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16221,6-degree Gauss-Kruger zone 21,conversion,,,,,1973,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16222,6-degree Gauss-Kruger zone 22,conversion,,,,,1975,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16223,6-degree Gauss-Kruger zone 23,conversion,,,,,1977,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16224,6-degree Gauss-Kruger zone 24,conversion,,,,,1979,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16225,6-degree Gauss-Kruger zone 25,conversion,,,,,1981,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16226,6-degree Gauss-Kruger zone 26,conversion,,,,,1983,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16227,6-degree Gauss-Kruger zone 27,conversion,,,,,1985,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16228,6-degree Gauss-Kruger zone 28,conversion,,,,,1987,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16229,6-degree Gauss-Kruger zone 29,conversion,,,,,1989,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16230,6-degree Gauss-Kruger zone 30,conversion,,,,,1991,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16231,6-degree Gauss-Kruger zone 31,conversion,,,,,1873,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16232,6-degree Gauss-Kruger zone 32,conversion,,,,,1875,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16233,6-degree Gauss-Kruger zone 33,conversion,,,,,1877,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165W (code 16333). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16234,6-degree Gauss-Kruger zone 34,conversion,,,,,1879,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159W (code 16334). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16235,6-degree Gauss-Kruger zone 35,conversion,,,,,1881,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153W (code 16335). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16236,6-degree Gauss-Kruger zone 36,conversion,,,,,1883,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147W (code 16336). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16237,6-degree Gauss-Kruger zone 37,conversion,,,,,1885,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141W (code 16337). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16238,6-degree Gauss-Kruger zone 38,conversion,,,,,1887,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135W (code 16338). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16239,6-degree Gauss-Kruger zone 39,conversion,,,,,1889,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129W (code 16339). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16240,6-degree Gauss-Kruger zone 40,conversion,,,,,1891,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123W (code 16340). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16241,6-degree Gauss-Kruger zone 41,conversion,,,,,1893,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117W (code 16341). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16242,6-degree Gauss-Kruger zone 42,conversion,,,,,1895,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111W (code 16342). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16243,6-degree Gauss-Kruger zone 43,conversion,,,,,1897,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105W (code 16343). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16244,6-degree Gauss-Kruger zone 44,conversion,,,,,1899,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99W (code 16344). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16245,6-degree Gauss-Kruger zone 45,conversion,,,,,1901,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93W (code 16345). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16246,6-degree Gauss-Kruger zone 46,conversion,,,,,1903,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87W (code 16346). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16247,6-degree Gauss-Kruger zone 47,conversion,,,,,2732,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81W (code 16347). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16248,6-degree Gauss-Kruger zone 48,conversion,,,,,2733,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75W (code 16348). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16249,6-degree Gauss-Kruger zone 49,conversion,,,,,2734,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69W (code 16349). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16250,6-degree Gauss-Kruger zone 50,conversion,,,,,2735,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63W (code 16350). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16251,6-degree Gauss-Kruger zone 51,conversion,,,,,2736,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57W (code 16351). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16252,6-degree Gauss-Kruger zone 52,conversion,,,,,2737,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51W (code 16352). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16253,6-degree Gauss-Kruger zone 53,conversion,,,,,2738,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45W (code 16353). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16254,6-degree Gauss-Kruger zone 54,conversion,,,,,2739,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39W (code 16354). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16255,6-degree Gauss-Kruger zone 55,conversion,,,,,1921,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33W (code 16355). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16256,6-degree Gauss-Kruger zone 56,conversion,,,,,1923,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27W (code 16356). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16257,6-degree Gauss-Kruger zone 57,conversion,,,,,1925,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21W (code 16357). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16258,6-degree Gauss-Kruger zone 58,conversion,,,,,1927,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15W (code 16358). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16259,6-degree Gauss-Kruger zone 59,conversion,,,,,1929,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9W (code 16359). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16260,6-degree Gauss-Kruger zone 60,conversion,,,,,1931,Medium scale topographic mapping.,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3W (code 16360). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16261,3-degree Gauss-Kruger zone 1,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 3E (code 16361). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16262,3-degree Gauss-Kruger zone 2,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 6E (code 16362). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16263,3-degree Gauss-Kruger zone 3,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 9E (code 16363). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16264,3-degree Gauss-Kruger zone 4,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 12E (code 16364). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16265,3-degree Gauss-Kruger zone 5,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 15E (code 16365). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16266,3-degree Gauss-Kruger zone 6,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 18E (code 16366). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16267,3-degree Gauss-Kruger zone 7,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 21E (code 16367). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16268,3-degree Gauss-Kruger zone 8,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 24E (code 16368). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16269,3-degree Gauss-Kruger zone 9,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 27E (code 16369). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16270,3-degree Gauss-Kruger zone 10,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 30E (code 16370). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16271,3-degree Gauss-Kruger zone 11,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 33E (code 16371). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16272,3-degree Gauss-Kruger zone 12,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 36E (code 16372). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16273,3-degree Gauss-Kruger zone 13,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 39E (code 16373). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16274,3-degree Gauss-Kruger zone 14,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 42E (code 16374). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16275,3-degree Gauss-Kruger zone 15,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 45E (code 16375). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16276,3-degree Gauss-Kruger zone 16,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 48E (code 16376). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16277,3-degree Gauss-Kruger zone 17,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 51E (code 16377). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16278,3-degree Gauss-Kruger zone 18,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 54E (code 16378). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16279,3-degree Gauss-Kruger zone 19,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 57E (code 16379). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16280,3-degree Gauss-Kruger zone 20,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 60E (code 16380). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16281,3-degree Gauss-Kruger zone 21,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 63E (code 16381). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16282,3-degree Gauss-Kruger zone 22,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 66E (code 16382). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16283,3-degree Gauss-Kruger zone 23,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 69E (code 16383). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16284,3-degree Gauss-Kruger zone 24,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 72E (code 16384). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16285,3-degree Gauss-Kruger zone 25,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 75E (code 16385). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16286,3-degree Gauss-Kruger zone 26,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 78E (code 16386). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16287,3-degree Gauss-Kruger zone 27,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 81E (code 16387). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16288,3-degree Gauss-Kruger zone 28,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 84E (code 16388). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16289,3-degree Gauss-Kruger zone 29,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 87E (code 16389). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16290,3-degree Gauss-Kruger zone 30,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 90E (code 16390). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16291,3-degree Gauss-Kruger zone 31,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 93E (code 16391). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16292,3-degree Gauss-Kruger zone 32,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 96E (code 16392). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16293,3-degree Gauss-Kruger zone 33,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 99E (code 16393). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16294,3-degree Gauss-Kruger zone 34,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 102E (code 16394). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16295,3-degree Gauss-Kruger zone 35,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 105E (code 16395). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16296,3-degree Gauss-Kruger zone 36,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 108E (code 16396). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16297,3-degree Gauss-Kruger zone 37,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 111E (code 16397). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16298,3-degree Gauss-Kruger zone 38,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 114E (code 16398). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16299,3-degree Gauss-Kruger zone 39,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 117E (code 16399). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16301,6-degree Gauss-Kruger CM 3E,conversion,,,,,1933,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 1N (code 16201) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16302,6-degree Gauss-Kruger CM 9E,conversion,,,,,1935,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 2N (code 16202) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16303,6-degree Gauss-Kruger CM 15E,conversion,,,,,1937,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 3N (code 16203) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16304,6-degree Gauss-Kruger CM 21E,conversion,,,,,1939,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 4N (code 16204) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16305,6-degree Gauss-Kruger CM 27E,conversion,,,,,1941,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 5N (code 16205) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16306,6-degree Gauss-Kruger CM 33E,conversion,,,,,1943,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 6N (code 16206) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16307,6-degree Gauss-Kruger CM 39E,conversion,,,,,1945,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 7N (code 16207) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16308,6-degree Gauss-Kruger CM 45E,conversion,,,,,1947,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 8N (code 16208) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16309,6-degree Gauss-Kruger CM 51E,conversion,,,,,1949,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 9N (code 16209) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16310,6-degree Gauss-Kruger CM 57E,conversion,,,,,1951,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 10N (code 16210) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16311,6-degree Gauss-Kruger CM 63E,conversion,,,,,1953,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 11N (code 16211) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16312,6-degree Gauss-Kruger CM 69E,conversion,,,,,1955,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 12N (code 16212) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16313,6-degree Gauss-Kruger CM 75E,conversion,,,,,1957,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 13N (code 16213) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16314,6-degree Gauss-Kruger CM 81E,conversion,,,,,1959,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 14N (code 16214) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16315,6-degree Gauss-Kruger CM 87E,conversion,,,,,1961,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 15N (code 16215) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16316,6-degree Gauss-Kruger CM 93E,conversion,,,,,1963,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 16N (code 16216) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16317,6-degree Gauss-Kruger CM 99E,conversion,,,,,1965,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 17N (code 16217) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16318,6-degree Gauss-Kruger CM 105E,conversion,,,,,1967,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 18N (code 16218) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16319,6-degree Gauss-Kruger CM 111E,conversion,,,,,1969,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 19N (code 16219) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16320,6-degree Gauss-Kruger CM 117E,conversion,,,,,1971,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 20N (code 16220) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16321,6-degree Gauss-Kruger CM 123E,conversion,,,,,1973,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 21N (code 16221) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16322,6-degree Gauss-Kruger CM 129E,conversion,,,,,1975,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 22N (code 16222) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16323,6-degree Gauss-Kruger CM 135E,conversion,,,,,1977,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 23N (code 16223) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16324,6-degree Gauss-Kruger CM 141E,conversion,,,,,1979,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 24N (code 16224) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16325,6-degree Gauss-Kruger CM 147E,conversion,,,,,1981,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 25N (code 16225) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16326,6-degree Gauss-Kruger CM 153E,conversion,,,,,1983,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 26N (code 16226) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16327,6-degree Gauss-Kruger CM 159E,conversion,,,,,1985,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 27N (code 16227) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16328,6-degree Gauss-Kruger CM 165E,conversion,,,,,1987,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 28N (code 16228) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16329,6-degree Gauss-Kruger CM 171E,conversion,,,,,1989,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 29N (code 16229) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16330,6-degree Gauss-Kruger CM 177E,conversion,,,,,1991,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 30N (code 16230) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16331,6-degree Gauss-Kruger CM 177W,conversion,,,,,1873,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 31N (code 16231) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16332,6-degree Gauss-Kruger CM 171W,conversion,,,,,1875,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 32N (code 16232) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,95.28 2002.36,1,0 16333,6-degree Gauss-Kruger CM 165W,conversion,,,,,1877,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 33N (code 16233) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16334,6-degree Gauss-Kruger CM 159W,conversion,,,,,1879,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 34N (code 16234) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16335,6-degree Gauss-Kruger CM 153W,conversion,,,,,1881,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 35N (code 16235) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16336,6-degree Gauss-Kruger CM 147W,conversion,,,,,1883,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 36N (code 16236) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16337,6-degree Gauss-Kruger CM 141W,conversion,,,,,1885,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 37N (code 16237) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16338,6-degree Gauss-Kruger CM 135W,conversion,,,,,1887,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 38N (code 16238) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16339,6-degree Gauss-Kruger CM 129W,conversion,,,,,1889,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 39N (code 16239) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16340,6-degree Gauss-Kruger CM 123W,conversion,,,,,1891,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 40N (code 16240) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16341,6-degree Gauss-Kruger CM 117W,conversion,,,,,1893,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 41N (code 16241) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16342,6-degree Gauss-Kruger CM 111W,conversion,,,,,1895,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 42N (code 16242) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16343,6-degree Gauss-Kruger CM 105W,conversion,,,,,1897,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 43N (code 16243) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16344,6-degree Gauss-Kruger CM 99W,conversion,,,,,1899,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 44N (code 16244) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16345,6-degree Gauss-Kruger CM 93W,conversion,,,,,1901,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 45N (code 16245) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16346,6-degree Gauss-Kruger CM 87W,conversion,,,,,1903,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 46N (code 16246) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16347,6-degree Gauss-Kruger CM 81W,conversion,,,,,1905,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 47N (code 16247) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16348,6-degree Gauss-Kruger CM 75W,conversion,,,,,1907,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 48N (code 16248) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16349,6-degree Gauss-Kruger CM 69W,conversion,,,,,1909,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 49N (code 16249) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16350,6-degree Gauss-Kruger CM 63W,conversion,,,,,1911,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 50N (code 16250) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16351,6-degree Gauss-Kruger CM 57W,conversion,,,,,1913,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 51N (code 16251) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16352,6-degree Gauss-Kruger CM 51W,conversion,,,,,1915,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 52N (code 16252) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16353,6-degree Gauss-Kruger CM 45W,conversion,,,,,1917,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 53N (code 16253) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16354,6-degree Gauss-Kruger CM 39W,conversion,,,,,1919,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 54N (code 16254) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16355,6-degree Gauss-Kruger CM 33W,conversion,,,,,1921,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 55N (code 16255) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16356,6-degree Gauss-Kruger CM 27W,conversion,,,,,1923,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 56N (code 16256) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16357,6-degree Gauss-Kruger CM 21W,conversion,,,,,1925,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 57N (code 16257) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16358,6-degree Gauss-Kruger CM 15W,conversion,,,,,1927,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 58N (code 16258) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16359,6-degree Gauss-Kruger CM 9W,conversion,,,,,1929,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 59N (code 16259) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16360,6-degree Gauss-Kruger CM 3W,conversion,,,,,1931,Medium scale topographic mapping.,9807,,,6-degree Gauss-Kruger zone 60N (code 16260) without zone prefix to FE. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16361,3-degree Gauss-Kruger CM 3E,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 1N (code 16261) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16362,3-degree Gauss-Kruger CM 6E,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 2N (code 16262) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16363,3-degree Gauss-Kruger CM 9E,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 3N (code 16263) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16364,3-degree Gauss-Kruger CM 12E,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 4N (code 16264) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16365,3-degree Gauss-Kruger CM 15E,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 5N (code 16265) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16366,3-degree Gauss-Kruger CM 18E,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 6N (code 16266) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16367,3-degree Gauss-Kruger CM 21E,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 7N (code 16267) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16368,3-degree Gauss-Kruger CM 24E,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 8N (code 16268) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2002.36,1,0 16369,3-degree Gauss-Kruger CM 27E,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 9N (code 16269) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16370,3-degree Gauss-Kruger CM 30E,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 10N (code 16270) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16371,3-degree Gauss-Kruger CM 33E,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 11N (code 16271) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16372,3-degree Gauss-Kruger CM 36E,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 12N (code 16272) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16373,3-degree Gauss-Kruger CM 39E,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 13N (code 16273) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16374,3-degree Gauss-Kruger CM 42E,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 14N (code 16274) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16375,3-degree Gauss-Kruger CM 45E,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 15N (code 16275) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16376,3-degree Gauss-Kruger CM 48E,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 16N (code 16276) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,2003.052,1,0 16377,3-degree Gauss-Kruger CM 51E,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 17N (code 16277) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16378,3-degree Gauss-Kruger CM 54E,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 18N (code 16278) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16379,3-degree Gauss-Kruger CM 57E,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 19N (code 16279) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16380,3-degree Gauss-Kruger CM 60E,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 20N (code 16280) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16381,3-degree Gauss-Kruger CM 63E,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 21N (code 16281) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16382,3-degree Gauss-Kruger CM 66E,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 22N (code 16282) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16383,3-degree Gauss-Kruger CM 69E,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 23N (code 16283) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16384,3-degree Gauss-Kruger CM 72E,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 24N (code 16284) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16385,3-degree Gauss-Kruger CM 75E,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 25N (code 16285) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16386,3-degree Gauss-Kruger CM 78E,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 26N (code 16286) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16387,3-degree Gauss-Kruger CM 81E,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 27N (code 16287) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16388,3-degree Gauss-Kruger CM 84E,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 28N (code 16288) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16389,3-degree Gauss-Kruger CM 87E,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 29N (code 16289) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16390,3-degree Gauss-Kruger CM 90E,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 30N (code 16290) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16391,3-degree Gauss-Kruger CM 93E,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 31N (code 16291) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16392,3-degree Gauss-Kruger CM 96E,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 32N (code 16292) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16393,3-degree Gauss-Kruger CM 99E,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 33N (code 16293) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16394,3-degree Gauss-Kruger CM 102E,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 34N (code 16294) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16395,3-degree Gauss-Kruger CM 105E,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 35N (code 16295) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16396,3-degree Gauss-Kruger CM 108E,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 36N (code 16296) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16397,3-degree Gauss-Kruger CM 111E,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 37N (code 16297) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16398,3-degree Gauss-Kruger CM 114E,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 38N (code 16298) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16399,3-degree Gauss-Kruger CM 117E,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,3-degree Gauss-Kruger zone 39N (code 16299) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22 00:00:00,,1,0 16400,TM 0 N,conversion,,,,,1629,Oil exploration.,9807,,,,Shell UK,EPSG,1998-11-11 00:00:00,,1,0 16405,TM 5 NE,conversion,,,,,1630,Oil exploration.,9807,,,,NAM,EPSG,1998-11-11 00:00:00,,1,0 16406,TM 6 NE,conversion,,,,,1717,Oil exploration.,9807,,,Used by ExxonMobil for deepwater blocks offshore Nigeria.,ExxonMobil,EPSG,2002-02-12 00:00:00,,1,0 16411,TM 11 NE,conversion,,,,,1489,Oil exploration.,9807,,,,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 16412,TM 12 NE,conversion,,,,,1143,Oil exploration.,9807,,,,Total-Fina,EPSG,2000-03-07 00:00:00,,1,0 16413,TM 13 NE,conversion,,,,,2771,Oil exploration.,9807,,,,TotalFinaElf,EPSG,2002-06-28 00:00:00,,1,0 16430,TM 30 NE,conversion,,,,,2546,Oil exploration.,9807,,,,TotalFinaElf,EPSG,2001-11-06 00:00:00,,1,0 16506,TM 106 NE,conversion,,,,,1495,Oil exploration.,9807,,,,PetroVietnam,EPSG,2000-03-07 00:00:00,,1,0 16586,GK 106 NE,conversion,,,,,1494,Oil exploration.,9807,,,,BP Amoco,EPSG,2000-03-07 00:00:00,,1,0 16611,TM 11.30 SE,conversion,,,,,1605,Oil exploration.,9807,,,,Esso Angola,EPSG,1998-11-11 00:00:00,,1,0 16612,TM 12 SE,conversion,,,,,1604,Oil exploration.,9807,,,,Shell Angola,EPSG,1998-11-11 00:00:00,,1,0 16636,TM 36 SE,conversion,,,,,1726,Oil exploration.,9807,,,,BP Mozambique,EPSG,1998-11-11 00:00:00,,1,0 16709,TM 109 SE,conversion,,,,,2577,Oil exploration.,9807,,,Used by Arco and BP for ONWJ.,BP,EPSG,2002-02-12 00:00:00,,1,0 16716,TM 116 SE,conversion,,,,,2588,Oil exploration.,9807,,,Used by BP for Terang-Sirasun.,BP,EPSG,2002-02-12 00:00:00,,1,0 16732,TM 132 SE,conversion,,,,,2589,Oil exploration.,9807,,,Used for Tangguh developments.,BP,EPSG,2002-02-12 00:00:00,,1,0 17001,TM 1 NW,conversion,,,,,1505,Oil exploration.,9807,,,,Various industry sources,EPSG,2000-10-19 00:00:00,,1,0 17005,TM 5 NW,conversion,,,,,2296,Oil exploration.,9807,,,,Various oil industry sources,EPSG,2001-06-05 00:00:00,,1,0 17054,TM 54 NW,conversion,,,,,1727,Oil exploration.,9807,,,,Shell,EPSG,2000-06-10 00:00:00,,1,0 17321,SWEREF99 12 00,conversion,,,,,2833,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17322,SWEREF99 13 30,conversion,,,,,2834,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17323,SWEREF99 15 00,conversion,,,,,2835,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17324,SWEREF99 16 30,conversion,,,,,2836,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17325,SWEREF99 18 00,conversion,,,,,2837,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17326,SWEREF99 14 15,conversion,,,,,2838,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17327,SWEREF99 15 45,conversion,,,,,2839,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17328,SWEREF99 17 15,conversion,,,,,2840,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17329,SWEREF99 18 45,conversion,,,,,2841,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17330,SWEREF99 20 15,conversion,,,,,2842,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17331,SWEREF99 21 45,conversion,,,,,2843,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17332,SWEREF99 23 15,conversion,,,,,2844,"Large scale topographic mapping, engineering survey, cadastre..",9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17333,SWEREF99 TM,conversion,,,,,1225,Medium and small scale topographic mapping.,9807,,,"Projection parameters are identical to UTM zone 33N. Unlike UTM zone 33N, the SWREF99 TM is used throughout all Sweden.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se/cms/files/pdf/pdf/refsystem/info_blad-2.pdf,EPSG,2004-01-07 00:00:00,,1,0 17334,Sweden zone 7.5 gon V,conversion,,,,,2845,"Topographic mapping, engineering survey, cadastre.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,,1,0 17335,Sweden zone 5 gon V,conversion,,,,,2846,"Topographic mapping, engineering survey, cadastre.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,,1,0 17336,Sweden zone 0 gon,conversion,,,,,2848,"Topographic mapping, engineering survey, cadastre.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,,1,0 17337,Sweden zone 2.5 gon O,conversion,,,,,2849,"Topographic mapping, engineering survey, cadastre.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,,1,0 17338,Sweden zone 5 gon O,conversion,,,,,2850,"Topographic mapping, engineering survey, cadastre.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,,1,0 17348,Map Grid of Australia zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17349,Map Grid of Australia zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17350,Map Grid of Australia zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17351,Map Grid of Australia zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17352,Map Grid of Australia zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17353,Map Grid of Australia zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17354,Map Grid of Australia zone 54,conversion,,,,,1562,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17355,Map Grid of Australia zone 55,conversion,,,,,1563,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17356,Map Grid of Australia zone 56,conversion,,,,,1564,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17357,Map Grid of Australia zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17358,Map Grid of Australia zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17448,Australian Map Grid zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17449,Australian Map Grid zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17450,Australian Map Grid zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17451,Australian Map Grid zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17452,Australian Map Grid zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17453,Australian Map Grid zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17454,Australian Map Grid zone 54,conversion,,,,,1567,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17455,Australian Map Grid zone 55,conversion,,,,,1568,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17456,Australian Map Grid zone 56,conversion,,,,,2291,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17457,Australian Map Grid zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17458,Australian Map Grid zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 17515,South African Survey Grid zone 15,conversion,,,,,1454,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17517,South African Survey Grid zone 17,conversion,,,,,1455,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17519,South African Survey Grid zone 19,conversion,,,,,1456,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17521,South African Survey Grid zone 21,conversion,,,,,1457,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17523,South African Survey Grid zone 23,conversion,,,,,1458,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17525,South African Survey Grid zone 25,conversion,,,,,1459,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17527,South African Survey Grid zone 27,conversion,,,,,1460,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17529,South African Survey Grid zone 29,conversion,,,,,1461,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17531,South African Survey Grid zone 31,conversion,,,,,1462,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17533,South African Survey Grid zone 33,conversion,,,,,1463,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 17611,South West African Survey Grid zone 11,conversion,,,,,1838,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17613,South West African Survey Grid zone 13,conversion,,,,,1839,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17615,South West African Survey Grid zone 15,conversion,,,,,1840,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17617,South West African Survey Grid zone 17,conversion,,,,,1841,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17619,South West African Survey Grid zone 19,conversion,,,,,1842,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17621,South West African Survey Grid zone 21,conversion,,,,,1843,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17623,South West African Survey Grid zone 23,conversion,,,,,1844,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17625,South West African Survey Grid zone 25,conversion,,,,,1845,"Large and medium scale topographic mapping, cadastral and engineering survey.",9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-06-16 00:00:00,95.30 96.29 97.16,1,0 17700,MTM Quebec zone 2,conversion,,,,,1420,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13 00:00:00,,1,0 17701,MTM zone 1,conversion,,,,,2226,Large and medium scale topographic mapping and engineering survey.,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17702,MTM Newfoundland zone 2,conversion,,,,,2227,Large and medium scale topographic mapping and engineering survey.,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17703,MTM zone 3,conversion,,,,,2290,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17704,MTM zone 4,conversion,,,,,2276,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17705,MTM zone 5,conversion,,,,,2277,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17706,MTM zone 6,conversion,,,,,2278,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13 00:00:00,,1,0 17707,MTM zone 7,conversion,,,,,1425,Large and medium scale topographic mapping and engineering survey.,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13 00:00:00,,1,0 17708,MTM zone 8,conversion,,,,,2279,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17709,MTM zone 9,conversion,,,,,2280,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17710,MTM zone 10,conversion,,,,,2281,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17711,MTM zone 11,conversion,,,,,1432,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17712,MTM zone 12,conversion,,,,,1433,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17713,MTM zone 13,conversion,,,,,1434,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17714,MTM zone 14,conversion,,,,,1435,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17715,MTM zone 15,conversion,,,,,1436,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17716,MTM zone 16,conversion,,,,,1437,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17717,MTM zone 17,conversion,,,,,1438,Large and medium scale topographic mapping and engineering survey.,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13 00:00:00,,1,0 17794,MTM Nova Scotia zone 4,conversion,,,,,1534,Large and medium scale topographic mapping and engineering survey.,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1999-05-24 00:00:00,99.042,1,0 17795,MTM Nova Scotia zone 5,conversion,,,,,1535,Large and medium scale topographic mapping and engineering survey.,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1999-05-24 00:00:00,99.042,1,0 17801,Japan Plane Rectangular CS zone I,conversion,,,,,1854,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17802,Japan Plane Rectangular CS zone II,conversion,,,,,1855,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17803,Japan Plane Rectangular CS zone III,conversion,,,,,1856,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17804,Japan Plane Rectangular CS zone IV,conversion,,,,,1857,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17805,Japan Plane Rectangular CS zone V,conversion,,,,,1858,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17806,Japan Plane Rectangular CS zone VI,conversion,,,,,1859,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17807,Japan Plane Rectangular CS zone VII,conversion,,,,,1860,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17808,Japan Plane Rectangular CS zone VIII,conversion,,,,,1861,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17809,Japan Plane Rectangular CS zone IX,conversion,,,,,1862,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17810,Japan Plane Rectangular CS zone X,conversion,,,,,1863,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17811,Japan Plane Rectangular CS zone XI,conversion,,,,,1864,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17812,Japan Plane Rectangular CS zone XII,conversion,,,,,1865,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17813,Japan Plane Rectangular CS zone XIII,conversion,,,,,1866,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,99.97 2002.08,1,0 17814,Japan Plane Rectangular CS zone XIV,conversion,,,,,1867,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17815,Japan Plane Rectangular CS zone XV,conversion,,,,,1868,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17816,Japan Plane Rectangular CS zone XVI,conversion,,,,,1869,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17817,Japan Plane Rectangular CS zone XVII,conversion,,,,,1870,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17818,Japan Plane Rectangular CS zone XVIII,conversion,,,,,1871,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17819,Japan Plane Rectangular CS zone XIX,conversion,,,,,1872,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22 00:00:00,2002.08,1,0 17901,Mount Eden Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Mount Eden Circuit 2000 (code 17931) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17902,Bay of Plenty Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Bay of Plenty Circuit 2000 (code 17932) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17903,Poverty Bay Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Poverty Bay Circuit 2000 (code 17933) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17904,Hawkes Bay Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Hawkes Bay Circuit 2000 (code 17934) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17905,Taranaki Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Taranaki Circuit 2000 (code 17935) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17906,Tuhirangi Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Tuhirangi Circuit 2000 (code 17936) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17907,Wanganui Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Wanganui Circuit 2000 (code 17937) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17908,Wairarapa Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Wairarapa Circuit 2000 (code 17938) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17909,Wellington Circuit,conversion,,,,,1500,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Wellington Circuit 2000 (code 17939) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17910,Collingwood Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Collingwood Circuit 2000 (code 17940) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17911,Nelson Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Nelson Circuit 2000 (code 17941) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17912,Karamea Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Karamea Circuit 2000 (code 17942) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17913,Buller Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Buller Circuit 2000 (code 17943) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17914,Grey Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Grey Circuit 2000 (code 17944) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17915,Amuri Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Amuri Circuit 2000 (code 17945) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17916,Marlborough Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Marlborough Circuit 2000 (code 17946) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17917,Hokitika Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Hokitika Circuit 2000 (code 17947) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17918,Okarito Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Okarito Circuit 2000 (code 17948) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17919,Jacksons Bay Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Jacksons Bay Circuit 2000 (code 17949) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17920,Mount Pleasant Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Mount Pleasant Circuit 2000 (code 17950) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17921,Gawler Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Gawler Circuit 2000 (code 17951) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17922,Timaru Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Timaru Circuit 2000 (code 17952) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17923,Lindis Peak Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Lindis Peak Circuit 2000 (code 17953) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17924,Mount Nicholas Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Mount Nicholas Circuit 2000 (code 17954) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17925,Mount York Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Mount York Circuit 2000 (code 17955) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17926,Observation Point Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Observation Point Circuit 2000 (code 17956) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17927,North Taieri Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by North Taieri Circuit 2000 (code 17957) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17928,Bluff Circuit,conversion,,,,,1501,Cadastral surveying.,9807,,,Superseded Imperial measure circuit in 1972. Superseded by Bluff Circuit 2000 (code 17958) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17931,Mount Eden Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Mount Eden Circuit (code 17901) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17932,Bay of Plenty Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Bay of Plenty Circuit (code 17902) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17933,Poverty Bay Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Poverty Bay Circuit (code 17903) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17934,Hawkes Bay Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Hawkes Bay Circuit (code 17904) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17935,Taranaki Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Taranaki Circuit (code 17905) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17936,Tuhirangi Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Tuhirangi Circuit (code 17906) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17937,Wanganui Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Wanganui Circuit (code 17907) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17938,Wairarapa Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Wairarapa Circuit (code 17908) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17939,Wellington Circuit 2000,conversion,,,,,1500,Cadastral surveying.,9807,,,Supersedes Wellington Circuit (code 17909) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17940,Collingwood Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Collingwood Circuit (code 17910) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17941,Nelson Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Nelson Circuit (code 17911) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17942,Karamea Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Karamea Circuit (code 17912) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17943,Buller Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Buller Circuit (code 17913) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17944,Grey Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Grey Circuit (code 17914) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17945,Amuri Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Amuri Circuit (code 17915) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17946,Marlborough Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Marlborough Circuit (code 17916) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17947,Hokitika Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Hokitika Circuit (code 17917) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17948,Okarito Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Okarito Circuit (code 17918) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17949,Jacksons Bay Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Jacksons Bay Circuit (code 17919) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17950,Mount Pleasant Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Mount Pleasant Circuit (code 17920) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17951,Gawler Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Gawler Circuit (code 17921) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17952,Timaru Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Timaru Circuit (code 17922) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17953,Lindis Peak Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Lindis Peak Circuit (code 17923) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17954,Mount Nicholas Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Mount Nicholas Circuit (code 17924) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17955,Mount York Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Mount York Circuit (code 17925) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17956,Observation Point Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Observation Point Circuit (code 17926) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17957,North Taieri Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes North Taieri Circuit (code 17927) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 17958,Bluff Circuit 2000,conversion,,,,,1501,Cadastral surveying.,9807,,,Supersedes Bluff Circuit (code 17928) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19 00:00:00,,1,0 18011,Nord Algerie (ancienne),conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,9801,,,Used with Voirol 1875 datum - now superseded.,,EPSG,1996-09-12 00:00:00,,1,0 18012,Sud Algerie (ancienne),conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,9801,,,Used with Voirol 1875 datum - now superseded.,,EPSG,1996-09-12 00:00:00,,1,0 18021,Nord Algerie,conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,9801,,,Use with Nord Sahara 1959 datum.,,EPSG,1996-09-12 00:00:00,,1,0 18022,Sud Algerie,conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,9801,,,Use with Nord Sahara 1959 datum.,,EPSG,1996-09-12 00:00:00,,1,0 18031,Argentina zone 1,conversion,,,,,1608,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18032,Argentina zone 2,conversion,,,,,1609,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18033,Argentina zone 3,conversion,,,,,1610,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18034,Argentina zone 4,conversion,,,,,1611,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18035,Argentina zone 5,conversion,,,,,1612,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18036,Argentina zone 6,conversion,,,,,1613,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18037,Argentina zone 7,conversion,,,,,1614,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22 00:00:00,95.30 2002.36,1,0 18041,Austria West Zone,conversion,,,,,1706,Cadastral survey.,9807,,,Longitude is referenced to the Ferro meridian. Superseded by Austria zone M28 (EPSG code 18047) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0 18042,Austria Central Zone,conversion,,,,,1707,Cadastral survey.,9807,,,Longitude is referenced to the Ferro meridian. Superseded by Austria zone M31 (EPSG code 18048) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0 18043,Austria East Zone,conversion,,,,,1708,Cadastral survey.,9807,,,Longitude is referenced to the Ferro meridian. Superseded by Austria zone M34 (EPSG code 18049) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0 18044,Austria M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,9807,,,Greenwich equivalent of Austria zone M28 (EPSG code 18047).,EPSG,EPSG,2002-09-19 00:00:00,2002.57,1,0 18045,Austria M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,9807,,,Greenwich equivalent of Austria zone M31 (EPSG code 18048).,EPSG,EPSG,2002-09-19 00:00:00,2002.57,1,0 18046,Austria M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,9807,,,Greenwich equivalent of Austria zone M34 (EPSG code 18049).,EPSG,EPSG,2002-09-19 00:00:00,2002.57,1,0 18047,Austria zone M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,9807,,,Longitude is referenced to the Ferro meridian. Supersedes Austria West zone (EPSG code 18041) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,2003.02,1,0 18048,Austria zone M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,9807,,,Longitude is referenced to the Ferro meridian. Supersedes Austria Central zone (EPSG code 18042) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,2003.02,1,0 18049,Austria zone M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,9807,,,Longitude is referenced to the Ferro meridian. Supersedes Austria East zone (EPSG code 18043) Large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16 00:00:00,2003.02,1,0 18051,Colombia West zone,conversion,,,,,1598,Large and medium scale topographic mapping and engineering survey.,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""6 west"".",,EPSG,1997-04-11 00:00:00,95.30 96.29 97.11,1,0 18052,Colombia Bogota zone,conversion,,,,,1599,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,1997-04-11 00:00:00,95.30 96.29 97.11,1,0 18053,Colombia East Central zone,conversion,,,,,1600,Large and medium scale topographic mapping and engineering survey.,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""3 east"".",,EPSG,1997-04-11 00:00:00,95.30 96.29 97.11,1,0 18054,Colombia East zone,conversion,,,,,1601,Large and medium scale topographic mapping and engineering survey.,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""6 east"".",,EPSG,1997-04-11 00:00:00,95.30 96.29 97.11,1,0 18061,Cuba Norte,conversion,,,,,1487,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18062,Cuba Sur,conversion,,,,,1488,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18071,Egypt Blue Belt,conversion,,,,,1642,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2002-07-16 00:00:00,2002.49,1,0 18072,Egypt Red Belt,conversion,,,,,1643,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30,1,0 18073,Egypt Purple Belt,conversion,,,,,1644,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30,1,0 18074,Egypt Extended Purple Belt,conversion,,,,,1645,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30,1,0 18081,Lambert zone I,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Supersedes Lambert Nord France (code 18091).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.02,1,0 18082,Lambert zone II,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Supersedes Lambert Centre France (code 18092).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.02,1,0 18083,Lambert zone III,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Supersedes Lambert Sud France (code 18093).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.02,1,0 18084,Lambert zone IV,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Supersedes Lambert Corse (code 18094).,IGN Paris.,EPSG,2003-01-16 00:00:00,2001.54 2003.02,1,0 18085,Lambert-93,conversion,,,,,1326,Large and medium scale topographic mapping and engineering survey.,9802,,,,IGN - Paris,EPSG,2000-10-19 00:00:00,,1,0 18086,France EuroLambert,conversion,,,,,1326,Medium scale topographic and statistical mapping.,9801,,,This is Lambert zone II (code 18082) parameters converted from grads/Paris to degrees/Greenwich for use with ED50.,IGN Paris via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18091,Lambert Nord France,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Superseded in 1972 by Lambert zone I (code 18081).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.03,1,0 18092,Lambert Centre France,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Superseded in 1972 by Lambert zone II (code 18082).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.02,1,0 18093,Lambert Sud France,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Superseded in 1972 by Lambert zone III (code 18083).,IGN Paris.,EPSG,2003-01-16 00:00:00,95.26 2001.54 2003.02,1,0 18094,Lambert Corse,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,9801,,,Longitude is referenced to the Paris meridian. Superseded in 1972 by Lambert zone IV (code 18084).,IGN Paris.,EPSG,2003-01-16 00:00:00,2001.54 2003.02,1,0 18110,India zone 0,conversion,,,,,1668,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20 00:00:00,95.30 96.01 96.02 96.29 97.23,1,0 18111,India zone I,conversion,,,,,1669,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20 00:00:00,95.30 96.02 96.29 97.23,1,0 18112,India zone IIa,conversion,,,,,1670,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20 00:00:00,95.28 96.02 97.23,1,0 18113,India zone IIb,conversion,,,,,1671,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07 00:00:00,95.28 96.02 97.23 2000.094,1,0 18114,India zone IIIa,conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07 00:00:00,95.28 96.02 97.23 2000.094,1,0 18115,India zone IIIb,conversion,,,,,2292,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20 00:00:00,95.28 96.02 97.23,1,0 18116,India zone IVa,conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07 00:00:00,95.28 96.02 97.23 2000.094,1,0 18117,India zone IVb,conversion,,,,,2293,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20 00:00:00,95.28 96.02 97.23,1,0 18121,Italy zone 1,conversion,,,,,1718,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Boaga formula,,EPSG,1995-12-02 00:00:00,,1,0 18122,Italy zone 2,conversion,,,,,1719,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Boaga formula,,EPSG,1995-12-02 00:00:00,,1,0 18131,Nord Maroc,conversion,,,,,1703,Large and medium scale topographic mapping and engineering survey.,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,EPSG,2002-09-19 00:00:00,99.203 2002.64,1,0 18132,Sud Maroc,conversion,,,,,2787,Large and medium scale topographic mapping and engineering survey.,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,EPSG,2002-09-19 00:00:00,99.203 2002.64,1,0 18133,Sahara,conversion,,,,,1705,Large and medium scale topographic mapping and engineering survey.,9801,,,Created in 1977 to cover Sahara Marocain (ex Spanish Sahara),IGN Paris.,EPSG,1996-09-12 00:00:00,,1,1 18134,Sahara Nord,conversion,,,,,2788,Large and medium scale topographic mapping and engineering survey.,9801,,,Created in 1977.,IGN Paris.,EPSG,2002-09-19 00:00:00,,1,0 18135,Sahara Sud,conversion,,,,,2789,Large and medium scale topographic mapping and engineering survey.,9801,,,,IGN Paris.,EPSG,2002-09-19 00:00:00,,1,0 18141,New Zealand North Island National Grid,conversion,,,,,1500,Large and medium scale topographic mapping and engineering survey.,9807,,,Superseded by New Zealand Map Grid (code 19917). Used for topographic mapping.,,EPSG,1999-10-20 00:00:00,95.30 96.29 97.231,1,0 18142,New Zealand South Island National Grid,conversion,,,,,1501,Large and medium scale topographic mapping and engineering survey.,9807,,,Superseded by New Zealand Map Grid (code 19917). Used for topographic mapping.,,EPSG,1999-10-20 00:00:00,95.30 96.29 97.231,1,0 18151,Nigeria West Belt,conversion,,,,,1715,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18152,Nigeria Mid Belt,conversion,,,,,1714,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18153,Nigeria East Belt,conversion,,,,,1713,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18161,Peru west zone,conversion,,,,,1753,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18162,Peru central zone,conversion,,,,,1752,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18163,Peru east zone,conversion,,,,,1751,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 18171,Philippines zone I,conversion,,,,,1698,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2000-03-07 00:00:00,95.30 2000.93,1,0 18172,Philippines zone II,conversion,,,,,1699,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2000-03-07 00:00:00,95.30 2000.93,1,0 18173,Philippines zone III,conversion,,,,,1700,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2000-03-07 00:00:00,95.30 2000.93,1,0 18174,Philippines zone IV,conversion,,,,,1701,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2000-03-07 00:00:00,95.30 2000.93,1,0 18175,Philippines zone V,conversion,,,,,1702,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,2000-03-07 00:00:00,95.30 2000.93,1,0 18181,Nord Tunisie,conversion,,,,,1619,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,1996-09-12 00:00:00,95.30,1,0 18182,Sud Tunisie,conversion,,,,,1620,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,1996-09-12 00:00:00,,1,0 18191,Finland zone 1,conversion,,,,,1536,Large and medium scale topographic mapping and engineering survey.,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22 00:00:00,,1,0 18192,Finland zone 2,conversion,,,,,1537,Large and medium scale topographic mapping and engineering survey.,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22 00:00:00,,1,0 18193,Finland Uniform Coordinate System,conversion,,,,,1095,Large and medium scale topographic mapping and engineering survey.,9807,,,Used by Uniform Coordinate System over all country and also by zone 3 of Basic Coordinate System at larger scales.,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22 00:00:00,,1,0 18194,Finland zone 4,conversion,,,,,1539,Large and medium scale topographic mapping and engineering survey.,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22 00:00:00,,1,0 18201,Palestine Grid,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,9806,,,Also encountered as a Transverse Mercator projection with scale factor of 1. The difference in conversion caused by the change of formula does not exceed 2m within Israel. Within the State of Israel superseded by the Israeli CS Grid (EPSG code 18203).,,EPSG,1999-04-22 00:00:00,,1,0 18202,Palestine Belt,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,9807,,,"Originally constructed as the Palestine Grid - EPSG code 18201. Adopted by the US Army Map Service as ""Palestine Belt"" with change of projection method and false northing (FN). Sometimes seen with unchanged FN of 126867.909.",,EPSG,1999-04-22 00:00:00,,1,0 18203,Israeli CS,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,9806,,,,Survey of Israel ftp://ftp.rd.soi.gov.il/doc,EPSG,2002-06-22 00:00:00,2002.34,1,0 18204,Israeli TM,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,9807,,,Designed to approximate Israeli CRS grid in north-central Israel.,Survey of Israel ftp://ftp.rd.soi.gov.il/doc,EPSG,2002-06-22 00:00:00,2002.34,1,0 18211,Guatemala Norte,conversion,,,,,2120,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,1999-08-16 00:00:00,,1,0 18212,Guatemala Sur,conversion,,,,,2121,Large and medium scale topographic mapping and engineering survey.,9801,,,,,EPSG,2000-01-06 00:00:00,99.95,1,0 18221,NGO zone I,conversion,,,,,1741,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18222,NGO zone II,conversion,,,,,1742,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18223,NGO zone III,conversion,,,,,1743,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18224,NGO zone IV,conversion,,,,,1744,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18225,NGO zone V,conversion,,,,,1745,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18226,NGO zone VI,conversion,,,,,1746,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18227,NGO zone VII,conversion,,,,,1747,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18228,NGO zone VIII,conversion,,,,,1748,"Large and medium scale topographic mapping, cadastral and engineering survey.",9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16 00:00:00,2003.02,1,0 18231,India zone I (1975 metres),conversion,,,,,1676,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18232,India zone IIa (1975 metres),conversion,,,,,1677,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18233,India zone IIIa (1975 metres),conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18234,India zone IVa (1975 metres),conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18235,India zone IIb (1975 metres),conversion,,,,,1678,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18236,India zone I (1962 metres),conversion,,,,,1685,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,1999-10-20 00:00:00,,1,0 18237,India zone IIa (1962 metres),conversion,,,,,1686,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,1999-10-20 00:00:00,,1,0 18238,India zone IIb (1937 metres),conversion,,,,,1041,Large and medium scale topographic mapping and engineering survey.,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23 00:00:00,2000.39,1,0 18240,Libya zone 5,conversion,,,,,1470,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18241,Libya zone 6,conversion,,,,,1471,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18242,Libya zone 7,conversion,,,,,1472,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18243,Libya zone 8,conversion,,,,,1473,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18244,Libya zone 9,conversion,,,,,1474,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18245,Libya zone 10,conversion,,,,,1475,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18246,Libya zone 11,conversion,,,,,1476,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18247,Libya zone 12,conversion,,,,,1477,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18248,Libya zone 13,conversion,,,,,1478,Large and medium scale topographic mapping and engineering survey.,9807,,,,Brown and Root,EPSG,2000-03-07 00:00:00,,1,0 18251,Korea East Belt,conversion,,,,,1496,Large and medium scale topographic mapping and engineering survey.,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07 00:00:00,,1,0 18252,Korea Central Belt,conversion,,,,,1497,Large and medium scale topographic mapping and engineering survey.,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07 00:00:00,,1,0 18253,Korea West Belt,conversion,,,,,1498,Large and medium scale topographic mapping and engineering survey.,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07 00:00:00,,1,0 18260,Maracaibo Grid (M1),conversion,,,,,1319,Oil exploration.,9801,,,Grid coordinates are (0 0) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07 00:00:00,,1,0 18261,Maracaibo Grid,conversion,,,,,1319,Oil exploration.,9801,,,Grid coordinates are (200000 200000) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07 00:00:00,,1,0 18262,Maracaibo Grid (M3),conversion,,,,,1319,Oil exploration.,9801,,,Grid coordinates are (500000 500000) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07 00:00:00,,1,0 18263,Maracaibo La Rosa Grid,conversion,,,,,1319,Oil exploration.,9801,,,Grid coordinates are (-17044E 29545N) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-06-23 00:00:00,,1,0 18275,Balkans zone 5,conversion,,,,,1709,Large and medium scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2001-06-05 00:00:00,,1,0 18276,Balkans zone 6,conversion,,,,,1710,Large and medium scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2001-06-05 00:00:00,,1,0 18277,Balkans zone 7,conversion,,,,,1711,Large and medium scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2001-06-05 00:00:00,,1,0 18278,Balkans zone 8,conversion,,,,,1712,Large and medium scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2001-06-05 00:00:00,,1,0 18281,Poland zone I,conversion,,,,,1515,"Civilian topographic mapping, cadastral and engineering survey.",9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18282,Poland zone II,conversion,,,,,1516,"Civilian topographic mapping, cadastral and engineering survey.",9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18283,Poland zone III,conversion,,,,,1517,"Civilian topographic mapping, cadastral and engineering survey.",9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18284,Poland zone IV,conversion,,,,,1518,"Civilian topographic mapping, cadastral and engineering survey.",9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18285,Poland zone V,conversion,,,,,1519,"Civilian topographic mapping, cadastral and engineering survey.",9807,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18300,Poland CS92,conversion,,,,,1192,"Mapping at scales of 1:10,000 and smaller",9807,,,See Poland CS2000 zones (codes 18305-08) for cadastral survey and mapping at larger scales.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18305,Poland CS2000 zone 5,conversion,,,,,1520,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18306,Poland CS2000 zone 6,conversion,,,,,1521,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18307,Poland CS2000 zone 7,conversion,,,,,1522,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18308,Poland CS2000 zone 8,conversion,,,,,1523,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 18401,Kp2000 Jylland og Fyn,conversion,,,,,2531,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06 00:00:00,,1,0 18402,Kp2000 Sjaelland,conversion,,,,,2532,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06 00:00:00,,1,0 18403,Kp2000 Bornholm,conversion,,,,,2533,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",9807,,,"See UTM zone 33N (code 16033) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06 00:00:00,,1,0 18411,French West Africa Senegal zone,conversion,,,,,2548,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18412,French West Africa Ivory Coast zone,conversion,,,,,2549,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18413,French West Africa Dahomey zone,conversion,,,,,2550,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18414,French West Africa Niger zone,conversion,,,,,2551,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18415,French Equatorial Africa west zone,conversion,,,,,2552,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18416,French Equatorial Africa central zone,conversion,,,,,2553,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18417,French Equatorial Africa east zone,conversion,,,,,2554,Small scale topographic mapping.,9807,,,Superseded in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18 00:00:00,,1,0 18421,Greenland zone 1 east,conversion,,,,,2556,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18422,Greenland zone 2 east,conversion,,,,,2557,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18423,Greenland zone 3 east,conversion,,,,,2558,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18424,Greenland zone 4 east,conversion,,,,,2559,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18425,Greenland zone 5 east,conversion,,,,,2560,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18426,Greenland zone 6 east,conversion,,,,,2561,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18427,Greenland zone 7 east,conversion,,,,,2562,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18428,Greenland zone 8 east,conversion,,,,,2569,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18432,Greenland zone 2 west,conversion,,,,,2563,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18433,Greenland zone 3 west,conversion,,,,,2564,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18434,Greenland zone 4 west,conversion,,,,,2565,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18435,Greenland zone 5 west,conversion,,,,,2566,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18436,Greenland zone 6 west,conversion,,,,,2567,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18437,Greenland zone 7 west,conversion,,,,,2568,Topographic mapping,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26 00:00:00,,1,0 18441,CS63 zone A1,conversion,,,,,2772,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2003-02-05 00:00:00,2003.05,1,0 18442,CS63 zone A2,conversion,,,,,2773,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2003-02-05 00:00:00,2003.05,1,0 18443,CS63 zone A3,conversion,,,,,2774,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2002-06-28 00:00:00,,1,0 18444,CS63 zone A4,conversion,,,,,2775,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2002-06-28 00:00:00,,1,0 18446,CS63 zone K2,conversion,,,,,2776,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2002-06-28 00:00:00,,1,0 18447,CS63 zone K3,conversion,,,,,2777,Large scale topographic mapping and engineering survey.,9807,,,,EPSG,EPSG,2002-06-28 00:00:00,,1,0 18448,CS63 zone K4,conversion,,,,,2778,Large scale topographic mapping and engineering survey.,9807,,,,KazGeodezia,EPSG,2002-06-28 00:00:00,,1,0 19900,Bahrain State Grid,conversion,,,,,1040,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30,1,0 19901,Belge Lambert 50,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,9802,,,"Longitude is referenced to the Brussels meridian. If software cannot handle latitude of false origin of 90 deg N, use latitude of false origin = 50°30'00.0""N with northing at false origin = 131983.890 m.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",EPSG,2003-01-16 00:00:00,95.30 96.29 99.28 2003.02,1,0 19902,Belge Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,9803,,,"Rotation from Belge Lambert 50 to Belge Lambert 72 is +29.2985sec. An equivalent using the conventional Lambert Conic Conformal (2SP) method (Belgian Lambert 72, code 19961) was introduced in 2000.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",EPSG,1999-04-22 00:00:00,95.30 96.29 99.28,1,0 19903,Nord de Guerre,conversion,,,,,1369,Obsolete.,9801,,,Longitude is referenced to the Paris meridian.,,EPSG,2003-01-16 00:00:00,2003.02,1,0 19904,Ghana Metre Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,9807,,,Supersedes Ghana National Grid (code 19959) from 1978. British foot (Sears 1922) used to convert projection defining parameters.,Ordnance Survey International,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19905,Netherlands East Indies Equatorial Zone,conversion,,,,,1122,Large and medium scale topographic mapping and engineering survey.,9804,,,,US Army Map Service projection tables; 1943.,EPSG,1995-12-02 00:00:00,95.30,1,0 19906,Iraq zone,conversion,,,,,2294,Large and medium scale topographic mapping and engineering survey.,9801,,,,US Army Map Service projection tables; 1943.,EPSG,1996-04-12 00:00:00,95.30 96.29,1,0 19907,Iraq National Grid,conversion,,,,,1124,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19908,Irish National Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,1 19909,Jamaica (Old Grid),conversion,,,,,1128,Large and medium scale topographic mapping and engineering survey.,9801,,,Superseded by Jamaica (New Grid).,,EPSG,1995-12-02 00:00:00,95.28,1,0 19910,Jamaica National Grid,conversion,,,,,1128,Large and medium scale topographic mapping and engineering survey.,9801,,,Supersedes Jamaica (Old Grid).,,EPSG,1995-12-02 00:00:00,95.28,1,0 19911,Laborde Grid,conversion,,,,,1149,Large and medium scale topographic mapping and engineering survey.,9815,,,Can also use transformation method 9813. Longitude is referenced to the Paris meridian.,,EPSG,2003-01-16 00:00:00,97.613 2003.02,1,0 19913,RD Old,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19914,RD New,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19915,Aden Zone,conversion,,,,,1257,Large and medium scale topographic mapping and engineering survey.,9801,,,,US Army Map Service projection tables; 1943.,EPSG,1995-12-02 00:00:00,95.28,1,0 19916,British National Grid,conversion,,,,,1264,Large and medium scale topographic mapping and engineering survey.,9807,,,,Ordnance Survey of Great Britain. http://www.gps.gov.uk/additionalInfo/images/A_guide_to_coord.pdf,EPSG,2003-01-08 00:00:00,95.30 2003.01,1,0 19917,New Zealand Map Grid,conversion,,,,,1175,Large and medium scale topographic mapping and engineering survey.,9811,,,Supersedes North and South Island National Grids (codes 18141-2). Used for topographic mapping.,Dept. of Lands and Surveys Technical Circular 1973/32; 23 Nov 1973.,EPSG,1995-12-02 00:00:00,95.28,1,0 19919,Qatar National Grid,conversion,,,,,1195,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19920,Singapore Grid,conversion,,,,,1210,Large and medium scale topographic mapping and engineering survey.,9806,,,,,EPSG,1995-12-02 00:00:00,95.30 96.29,1,0 19921,Spain,conversion,,,,,1217,Large and medium scale topographic mapping and engineering survey.,9801,,,Superseded by UTM. Longitude is referenced to the Madrid meridian.,,EPSG,2003-01-16 00:00:00,95.28 2003.02,1,0 19922,Swiss New Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,9815,,,,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",EPSG,1997-11-13 00:00:00,95.30 96.29 97.27 97.612 97.62,1,0 19923,Swiss Old Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,9815,,,Superseded by LV03 (19922). Longitude is referenced to the Bern meridian.,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",EPSG,2003-01-16 00:00:00,95.30 96.29 97.612 97.62 2003.02,1,0 19924,Tobago Grid,conversion,,,,,1322,Large and medium scale topographic mapping and engineering survey.,9806,,,,,EPSG,1999-10-20 00:00:00,95.30 96.29 97.231,1,0 19925,Trinidad Grid,conversion,,,,,1339,Large and medium scale topographic mapping and engineering survey.,9806,,,,,EPSG,1999-10-20 00:00:00,95.30 96.29 97.231,1,0 19926,Stereo 70,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,9809,,,Supersedes Stereo 33 (code 19927).,,EPSG,1996-04-12 00:00:00,,1,0 19927,Stereo 33,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,9809,,,Superseded by Stereo 70 (code 19926),,EPSG,1996-04-12 00:00:00,96.29,1,0 19928,Kuwait TM,conversion,,,,,1310,Large and medium scale topographic mapping and engineering survey.,9807,,,,,EPSG,1996-04-12 00:00:00,,1,0 19929,Sweden zone 2.5 gon V,conversion,,,,,2847,"(i) Medium and small scale mapping and spatial data management. (ii) Large scale (1:10,000 and greater) topographic mapping, cadastral and engineering survey.",9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name.  For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden) private communication. Also http://www.lm.se/geodesi/refsys/rt/rt_projections.html,EPSG,2003-06-27 00:00:00,96.29 97.39 2002.481,1,0 19930,Greek Grid,conversion,,,,,1106,Large and medium scale topographic mapping and engineering survey.,9807,,,Created for use with GGRS87.,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16 00:00:00,,1,0 19931,Egyseges Orszagos Vetuleti,conversion,,,,,1119,Large and medium scale topographic mapping and engineering survey.,9815,,,EOV = Uniform National Projection,http://lazarus.elte.hu/gb/geodez/geod2.htm,EPSG,1997-07-22 00:00:00,,1,0 19933,Prince Edward Island Stereographic (ATS77),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,9809,,,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1997-11-13 00:00:00,,1,0 19934,Lithuania 1994,conversion,,,,,1145,Large and medium scale topographic mapping and engineering survey.,9807,,,,HNIT-BALTIC GeoInfoServisas,EPSG,1998-03-12 00:00:00,,1,0 19935,Rectified Skew Orthomorphic Malaya Grid,conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,9812,,,"If using Oblique Mercator method (code 9815), Ec=23505.515 chSe, Nc=21992.646 chSe.",UK Directorate of Overseas Surveys paper,EPSG,1999-10-20 00:00:00,97.231,1,0 19936,Portuguese National Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey for military purposes.,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro,EPSG,2003-01-16 00:00:00,95.30 96.29 98.42 2003.02,1,0 19937,Tunisia Mining Grid,conversion,,,,,1618,Minerals licencing,9816,,,Origin: Djebel Kebar. Longitude is referenced to the Paris meridian.,Mining decree of 1st January 1953,EPSG,2003-01-16 00:00:00,2003.02,1,0 19938,Estonian National Grid,conversion,,,,,1090,Large and medium scale topographic mapping and engineering survey.,9802,,,Coordinates at the projection origin match those of TM Baltic 93.,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,1999-04-22 00:00:00,99.28,1,0 19939,TM Baltic 93,conversion,,,,,1646,Large and medium scale topographic mapping and engineering survey.,9807,,,,http://www.geo.ut.ee/~raivo/estcoord.html,EPSG,1998-12-14 00:00:00,,1,0 19940,Levant Zone,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,9817,,,Superseded by projection using full Lambert formula (EPSG code 19948) from 1973.,US Army Map Service projection tables; 1943.,EPSG,1999-04-22 00:00:00,,1,0 19941,Brazil Polyconic,conversion,,,,,1053,Small scale mapping,9818,,,,PetroBras,EPSG,1999-10-20 00:00:00,99.55,1,0 19942,British West Indies Grid,conversion,,,,,2295,Large and medium scale topographic mapping and engineering survey.,9807,,,,"UK Royal Engineers projection tables P10/25, 1943.",EPSG,1999-04-22 00:00:00,,1,0 19943,Barbados National Grid,conversion,,,,,1042,Large and medium scale topographic mapping and engineering survey.,9807,,,Superseded British West Indies Grid (19942) after 1983.,Ordnance Survey of Great Britain,EPSG,1999-04-22 00:00:00,,1,0 19944,Quebec Lambert Projection,conversion,,,,,1368,Medium and small scale mapping,9802,,,,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,EPSG,1999-10-22 00:00:00,,1,0 19945,New Brunswick Stereographic (ATS77),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,9809,,,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1999-10-20 00:00:00,99.61,1,0 19946,New Brunswick Stereographic (NAD83),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,9809,,,In use from 1999.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1999-10-20 00:00:00,,1,0 19947,Austria Lambert,conversion,,,,,1037,Medium and small scale mapping,9802,,,,Bundesamt für Eich- und Vermessungswesen,EPSG,2000-01-07 00:00:00,99.94,1,0 19948,Syria Lambert,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,9801,,,Superseded Levant zone using same parameters but truncated near-conformal method (code 19940) from 1973.,IGN Paris,EPSG,1999-10-20 00:00:00,,1,0 19949,Levant Stereographic,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,9809,,,Used prior to World War II for cadastral and large scale topographic mapping.,IGN Paris,EPSG,1999-10-20 00:00:00,,1,0 19950,Landesvermessung 1995,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,9815,,,,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20 00:00:00,,1,0 19951,Nakhl e Taqi Oblique Mercator,conversion,,,,,1338,Large and medium scale topographic mapping and engineering survey.,9815,,,Used only for terminal site.,Total-Fina,EPSG,1999-10-20 00:00:00,,1,0 19952,Krovak,conversion,,,,,1306,Large and medium scale topographic mapping and engineering survey.,9819,,,Longitude is referenced to the Ferro meridian.,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2003-01-16 00:00:00,2003.02,1,0 19953,Qatar Grid,conversion,,,,,1346,Large and medium scale topographic mapping and engineering survey.,9806,,,,Maersk Oil and Gas,EPSG,2000-03-07 00:00:00,,1,0 19954,Suriname Old TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,9807,,,Introduced in 1975. Superseded by Suriname TM in 1979.,Shell International,EPSG,2000-06-10 00:00:00,,1,0 19955,Suriname TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,9807,,,Superseded Suriname Old TM in 1979 (scale factor changed).,Shell International,EPSG,2000-06-10 00:00:00,,1,0 19956,Rectified Skew Orthomorphic Borneo Grid (chains),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,9815,,,See 19957 and 19958 for feet and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 chSe. Being superseded by metric version (code 19958).,Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2002-07-13 00:00:00,2002.47,1,0 19957,Rectified Skew Orthomorphic Borneo Grid (feet),conversion,,,,,1851,Large and medium scale topographic mapping and engineering survey.,9815,,,See 19956 and 19958 for chains and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 ftSe. Being superseded by metric version (code 19958).,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2002-07-13 00:00:00,2002.47,1,0 19958,Rectified Skew Orthomorphic Borneo Grid (metres),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,9815,,,See 19956 and 19957 for chains and feet versions. Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 m.,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2000-10-19 00:00:00,,1,0 19959,Ghana National Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,9807,,,Superseded by Ghana metric grid (code 19904).,Ordnance Survey International,EPSG,2000-10-19 00:00:00,,1,0 19960,Prince Edward Isl. Stereographic (NAD83),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,9809,,,False Easting and False Northing changed from values used with ATS77 (which were FE=700000m; FN=400000m) to these new values when used with NAD83 (CSRS). New values are FE=400000m; FN=800000m; adopted in 2000.,PEI Department of Transportation & Public Works; Mr. Serge Bernard,EPSG,2000-10-19 00:00:00,,1,0 19961,Belgian Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,9802,,,"Introduced in 2000. Equivalent to Belge Lambert 72 (code 19902). If software cannot handle latitude of false origin of 90 deg N, use latitude of false origin = 50°47'57.704""N with northing at false origin = 165 372.956 m.",IGN Brussels www.ngi.be/FR/FR2-1-5-1.shtm and EuroGeographics; http://crs.ifag.de/,EPSG,2000-10-19 00:00:00,,1,0 19962,Irish Transverse Mercator,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,9807,,,,Ordnance Survey of Ireland,EPSG,2000-10-19 00:00:00,,1,0 19963,Sierra Leone New Colony Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,9807,,,Supersedes the Sierra Leone Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,EPSG,2001-06-05 00:00:00,,1,0 19964,New War Office Sierra Leone Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,9807,,,Supersedes the War Office Sierra Leone Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,EPSG,2001-06-05 00:00:00,,1,0 19965,US National Atlas Equal Area,conversion,,,,,1245,Statistical mapping,9821,,,,"United States Geological Survey, Western Geographic Science Center.",EPSG,2001-06-05 00:00:00,,1,0 19966,Luxembourg Gauss,conversion,,,,,1146,Large and medium scale topographic mapping and engineering survey.,9807,,,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 19967,Slovenia Grid,conversion,,,,,1212,Large and medium scale topographic mapping and engineering survey.,9807,,,,Geodetska Uprava Republike Slovenije via EuroGeographics; http://crs.ifag.de/,EPSG,2001-06-05 00:00:00,,1,0 19968,Plate Carree,conversion,,,,,1262,Graticule coordinates in rectangular Cartesian form.,9823,,,Origin at intersection of equator and prime meridian.,EPSG,EPSG,2001-06-05 00:00:00,,1,0 19969,Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/,EPSG,2003-01-16 00:00:00,2003.02,1,0 19971,New Zealand Transverse Mercator,conversion,,,,,1175,Large and medium scale topographic mapping and engineering survey.,9807,,,,Land Information New Zealand,EPSG,2001-08-28 00:00:00,,1,0 19972,Irish Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,9807,,,Defined as part of the 1965 and 1975 mapping adustments in which the scale factor was introduced as a best fit to retain existing grid coordinates.,Ordnance Survey of Ireland.,EPSG,2001-11-06 00:00:00,,1,0 19973,Irish National Grid,conversion,,,,,2530,Large and medium scale topographic mapping and engineering survey.,9807,,,Used only with the 1952 geodetic adjustment. Superseded by the 1975 Mapping Adjustment: see code 19972.,Ordnance Survey of Northern Ireland.,EPSG,2001-11-06 00:00:00,,1,0 19974,Modified Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,9807,,,Applied to Datum 73. Grid position at origin is coincident with the unmodified grid applied to Lisbon datum.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.ifag.de/,EPSG,2001-11-06 00:00:00,,1,0 19975,Trinidad Grid (Clarke's feet),conversion,,,,,1339,Oil industry exploration and production.,9806,,,"Foot version of EPSG code 19925. Not an official system, but used by some US-based organisations including Amoco Trinidad.",BP,EPSG,2002-02-12 00:00:00,,1,0 19976,ICN Regional,conversion,,,,,1251,Small scale topographic and geological mapping.,9802,,,,Institute Cartografica Nacional,EPSG,2002-02-12 00:00:00,,1,0 19977,Aramco Lambert,conversion,,,,,1206,Oil industry exploration and production.,9802,,,Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.,Saudi Aramco,EPSG,2002-02-12 00:00:00,,1,0 19978,Hong Kong 1980 Grid,conversion,,,,,1118,"Large scale topographic mapping, cadastral and engineering survey.",9807,,,"Grid origin is Partiridge Hill triangulation station (old trig ""2"").","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22 00:00:00,,1,0 19979,Portugal Bonne,conversion,,,,,1294,"1:50,000 topographic mapping.",9828,,,Longitude is referenced to the Lisbon meridian.,"Instituto Portugues de Cartografia e Cadastro, http://www.ipcc.pt/portuguese/produtos/cartografia/50m.html",EPSG,2003-01-16 00:00:00,2003.02,1,0 19981,Lambert New Caledonia,conversion,,,,,1174,Large and medium scale topographic mapping and engineering survey.,9802,,,,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 19982,TM Reunion,conversion,,,,,1196,Large and medium scale topographic mapping and engineering survey.,9807,,,Supersedes Gauss Laborde Reunion.,IGN Paris.,EPSG,2002-11-29 00:00:00,,1,0 19983,Terre Adelie Polar Stereographic,conversion,,,,,2818,Topographic mapping.,9830,,,,IGN Paris.,EPSG,2003-09-22 00:00:00,2003.22,1,0 19984,British Columbia Albers,conversion,,,,,2832,Single projection for whole province for spatial data storgage and use.,9822,,,,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,EPSG,2003-05-05 00:00:00,,1,0 19985,Europe Conformal 2001,conversion,,,,,1298,"Single projection for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.",9802,,,"UTM used for applications at scales larger than 1:500,000. ETRS-LAEA (code 19986) used for statistical mapping.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org:8080/wecgis/docs/F2682/MAP%20PROJECTIONS%20FOR%20EUROPE%20EUR%2020120.PDF",EPSG,2003-06-27 00:00:00,,1,0 19986,Europe Equal Area 2001,conversion,,,,,1298,Single projection for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.,9820,,,ETRS-LCC (code 19985) used for conformal mapping.,"European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org:8080/wecgis/docs/F2682/MAP%20PROJECTIONS%20FOR%20EUROPE%20EUR%2020120.PDF",EPSG,2003-06-27 00:00:00,,1,0 19987,Iceland Lambert 1900,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,9826,,,Used only with Reykjavik geogCRS. Longitude of origin originally defined as 31 deg 30m west of Copenhagen.,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-06-27 00:00:00,,1,0 19988,Iceland Lambert 1955,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,9826,,,Used only with Hjorsey geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-06-27 00:00:00,,1,0 19989,Iceland Lambert 1993,conversion,,,,,1120,Single projection for all country.,9802,,,Used only with ISN93 geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).. http://www.lmi.is,EPSG,2003-06-27 00:00:00,,1,0 19990,Latvian Transverse Mercator,conversion,,,,,1139,Large and medium scale topographic mapping and engineering survey.,9807,,,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.ifag.de,EPSG,2003-06-27 00:00:00,,1,0 19991,Jan Mayen Grid,conversion,,,,,2869,Topographic mapping,9807,,,,Statens kartverk.,EPSG,2003-06-27 00:00:00,,1,0 19992,Antarctic Polar Stereographic,conversion,,,,,1031,"1: Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale studies and topographic mapping south of 80 deg S.",9829,,,Special studies may use a different projection using an alternative longitude of origin. See for example projection code 19993.,Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.nerc-bas.ac.uk/public/magic/add_main.html,EPSG,2003-09-22 00:00:00,,1,0 19993,Australian Antarctic Polar Stereographic,conversion,,,,,1278,"1: Small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale mapping south of 80 deg S",9829,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/mapping/map_projections.asp,EPSG,2003-09-22 00:00:00,,1,0 19994,Australian Antarctic Lambert,conversion,,,,,2880,"Medium scale (1:250,000 - 1:1,000,000) studies and topographic mapping.",9802,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/mapping/map_projections.asp,EPSG,2003-09-22 00:00:00,,1,0