单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)18+305.96218+305.96218+305.96218+308.96218+308.96218+308.96218+336.92218+336.92218+366.92218+366.92218+396.92218+396.92218+426.92218+426.922中桩坐标（m）N(X)14361.728414361.728414361.728414358.728514358.728514358.728514330.769314330.769314300.769414300.769414270.770314270.770314240.773814240.7738左边桩坐标（m）偏距偏角(m)( ° )2.357.0511.752.357.0511.753.510.53.510.53.510.53.510.59088909090909090909090909090右边桩坐标（m）E(Y)21993.565821998.264022002.965221993.532521998.232222002.931921994.480022001.480021994.480122001.480021994.704922001.704521995.154522002.1533E(Y)21991.215921991.215921991.215921991.182621991.182621991.182621990.980121990.980121990.980121990.980121991.205121991.205121991.655121991.6551N(X)14361.701414361.893414361.593414358.703314358.652814358.602414330.756214330.730014300.782514300.808814270.809714270.888414240.839414240.9706偏距偏角(m)( ° )2.357.0511.752.357.0511.753.510.53.510.53.510.53.510.59088909090909090909090909090N(X)14361.755414361.563314361.863314358.753814358.804214358.854714330.782514330.808714300.756314300.730014270.730914270.652214240.708114240.5769E(Y)21988.866121984.167921979.466721988.832721984.133021979.433321987.480121980.480121987.480121980.480221987.705321980.705821988.155721981.1570切线方位角（°ˊ\"）180°39ˊ29.77″180°39ˊ29.77″180°39ˊ29.77″180°36ˊ55.07″180°36ˊ55.07″180°36ˊ55.07″180°12ˊ53.28″180°12ˊ53.28″179°47ˊ06.29″179°47ˊ06.29″179°21ˊ19.31″179°21ˊ19.31″178°55ˊ32.32″178°55ˊ32.32″备注计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)18+457.06218+457.06218+483.96218+486.96218+489.96218+528.96218+531.96218+534.96218+561.88218+561.88218+592.02218+592.02218+622.02218+622.022中桩坐标（m）N(X)14210.641514210.641514183.753314180.755014177.756814138.787214135.790214132.793214105.905814105.905814075.813514075.813514045.874614045.8746左边桩坐标（m）偏距偏角(m)( ° )3.510.53.33.33.33.33.33.33.510.53.510.53.510.59090909090909090909090909090右边桩坐标（m）E(Y)21995.832622002.830221996.429421996.529521996.631821998.166221998.299921998.435921999.956522006.946822001.649722008.637122003.560022010.5441E(Y)21992.333821992.333821993.131221993.231321993.333721994.869421995.003321995.139421996.461321996.461321998.156021998.156022000.068022000.0680N(X)14210.733514210.917414183.862314180.866414177.870614138.933214135.938614132.944214106.089414106.456714076.023514076.443414046.110814046.5831偏距偏角(m)( ° )3.510.53.33.33.33.33.33.33.510.53.510.53.510.59090909090909090909090909090N(X)14210.549514210.365514183.644414180.643614177.642914138.641214135.641714132.642314105.722114105.354914075.603614075.183614045.638414045.1661E(Y)21988.835021981.837421989.833021989.933221990.035721991.572621991.706621991.842821992.966121985.975821994.662321987.674921996.576021989.5919切线方位角（°ˊ\"）178°29ˊ38.12″178°29ˊ38.12″178°06ˊ30.99″178°03ˊ56.29″178°01ˊ21.59″177°27ˊ50.51″177°25ˊ15.81″177°22ˊ41.11″176°59ˊ32.95″176°59ˊ32.95″176°33ˊ38.74″176°33ˊ38.74″176°07ˊ51.76″176°07ˊ51.76″备注计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)18+652.02218+652.02218+682.02218+682.02218+709.98218+709.98218+709.98218+712.98218+712.98218+712.982中桩坐标（m）N(X)14015.950814015.950813986.043913986.043913958.187413958.187413958.187413955.199513955.199513955.1995左边桩坐标（m）偏距偏角(m)( ° )3.510.53.510.52.357.0511.752.357.0511.7590909090909090909090右边桩坐标（m）E(Y)22005.694622012.674922008.053422015.029622009.308122013.989322018.670422009.577222014.258122018.9390E(Y)22002.204522002.204522004.565322004.565322006.967522006.967522006.967522007.236822007.236822007.2368N(X)14016.213214016.737913986.332513986.909513958.397513958.817613959.237813955.411313955.835013956.2587偏距偏角(m)( ° )3.510.53.510.52.357.0511.752.357.0511.7590909090909090909090N(X)14015.688514015.163813985.755413985.178413957.977313957.557113957.137013954.987713954.564013954.1403E(Y)21998.714321991.734022001.077221994.101022004.626921999.945721995.264522004.896422000.215521995.5346切线方位角（°ˊ\"）175°42ˊ04.77″175°42ˊ04.77″175°16ˊ17.78″175°16ˊ17.78″174°52ˊ15.99″174°52ˊ15.99″174°52ˊ15.99″174°49ˊ41.29″174°49ˊ41.29″174°49ˊ41.29″备注18+337.24514330.446321990.97893.59014330.433521994.47883.59014330.459221987.4789180°12ˊ36.62″计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)18+337.24518+367.24518+367.24518+397.24518+397.24518+427.24518+427.24518+457.24518+457.245中桩坐标（m）N(X)14330.446314300.446414300.446414270.447314270.447314240.450814240.450814210.458514210.4585左边桩坐标（m）偏距偏角(m)( ° )10.53.510.53.510.53.510.53.510.5909090909090909090右边桩坐标（m）E(Y)22001.478821994.481322001.481221994.708522001.708121995.160622002.159321995.837422002.8350E(Y)21990.978921990.981321990.981321991.208821991.208821991.661221991.661221992.338621992.3386N(X)14330.407814300.459814300.486614270.487014270.566314240.516714240.648514210.550714210.7350偏距偏角(m)( ° )10.53.510.53.510.53.510.53.510.5909090909090909090N(X)14330.484914300.433014300.406214270.407714270.328414240.384914240.253114210.366414210.1821E(Y)21980.478921987.481321980.481421987.709021980.709421988.161821981.163121988.839821981.8422切线方位角（°ˊ\"）180°12ˊ36.62″179°46ˊ49.64″179°46ˊ49.64″179°21ˊ02.65″179°21ˊ02.65″178°55ˊ15.67″178°55ˊ15.67″178°29ˊ28.68″178°29ˊ28.68″备注计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)中桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )左边桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )右边桩坐标（m）N(X)E(Y)切线方位角（°ˊ\"）备注计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)中桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )左边桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )右边桩坐标（m）N(X)E(Y)切线方位角（°ˊ\"）备注计算：陈超复核：监理：
坐 标 计 算 表
单位名称：中铁八局集团第三工程有限公司工程名称：改建铁路遂宁至重庆线增建二线1标段里程桩号(DK)中桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )左边桩坐标（m）N(X)E(Y)偏距偏角(m)( ° )右边桩坐标（m）N(X)E(Y)切线方位角（°ˊ\"）备注计算：陈超复核：监理：
计算：陈超坐标展点坐标画线_donut 0 0.5 447118.55,3381247.794 -text j ml 447120.55,3381247.794 1 0 507.871447118.55,3381247.794_donut 0 0.5 447265.028,3381161.262 -text j ml 447267.028,3381161.262 1 0 678447265.028,3381161.262_donut 0 0.5 447868.58,3380853.219 -text j ml 447870.58,3380853.219 1 0 1356447868.58,3380853.219_donut 0 0.5 448488.443,3380578.531 -text j ml 448490.443,3380578.531 1 0 2034448488.443,3380578.531_donut 0 0.5 449108.36,3380303.964 -text j ml 449110.36,3380303.964 1 0 2712449108.36,3380303.964_donut 0 0.5 449728.277,3380029.397 -text j ml 449730.277,3380029.397 1 0 3390449728.277,3380029.397_donut 0 0.5 450348.194,3379754.83 -text j ml 450350.194,3379754.83 1 0 4068450348.194,3379754.83_donut 0 0.5 450967.266,3379478.391 -text j ml 450969.266,3379478.391 1 0 4746450967.266,3379478.391_donut 0 0.5 451574.931,3379177.715 -text j ml 451576.931,3379177.715 1 0 5424451574.931,3379177.715_donut 0 0.5 452198.949,3378913.834 -text j ml 452200.949,3378913.834 1 0 6102452198.949,3378913.834_donut 0 0.5 452852.692,3378736.07 -text j ml 452854.692,3378736.07 1 0 6780452852.692,3378736.07_donut 0 0.5 453521.564,3378625.465 -text j ml 453523.564,3378625.465 1 0 7458453521.564,3378625.465_donut 0 0.5 454188.35,3378503.922 -text j ml 454190.35,3378503.922 1 0 8136454188.35,3378503.922_donut 0 0.5 454832.677,3378294.977 -text j ml 454834.677,3378294.977 1 0 8814454832.677,3378294.977复核：监理：
计算：陈超坐标展点坐标画线_donut 0 0.5 455438.342,3377991.687 -text j ml 455440.342,3377991.687 1 0 9492455438.342,3377991.687_donut 0 0.5 455991.623,3377600.925 -text j ml 455993.623,3377600.925 1 0 10170455991.623,3377600.925_donut 0 0.5 456479.984,3377131.544 -text j ml 456481.984,3377131.544 1 0 10848456479.984,3377131.544_donut 0 0.5 457190.654,3376073.846 -text j ml 457192.654,3376073.846 1 0 12126.03457190.654,3376073.846复核：监理：
计算：陈超坐标展点坐标画线复核：监理：
计算：陈超坐标展点复核：坐标画线监理：
计算：陈超坐标展点复核：坐标画线监理：
计算：陈超坐标展点复核：坐标画线监理：
计算：陈超坐标展点复核：坐标画线监理：
因篇幅问题不能全部显示，请点此查看更多更全内容