XYXJD34 47380.17323676515.665ZY48700.336 3675181.642487323675150.525490789.88623675149.994487503675132.507490791.74033675132.001487663675116.465490792.59023675116.006487923675090.38490793.38453675090.011488133675069.314490794.3363675069.014488303675052.253490794.77353675052.015488363675046.228490794.62773675046.016488543675028.147490792.95093675028.01648862.73675019.411490791.88383675019.316488693675013.09490791.67343675013.016489003674981.991490790.59363674982.01748905.53674976.474490790.56253674976.517489223674959.925490790.45593674960.017489343674947.889490790.37633674948.017489383674943.876490790.41393674944.017489503674931.836490790.69933674932.018489683674913.779490790.6883674914.01948975.53674906.254490790.67843674906.52489823674899.733490790.65513674900.021490003674881.646490792.00853674882.024490203674861.581490791.57663674862.028490403674841.517490791.07173674842.035490603674821.456490790.49393674822.043490803674801.397490789.84313674802.053圆曲线中边桩坐标计算公式：L=F-H； 注：L---所求点曲线长；F---所求点X=XZY+2×R×SIN（L÷2R）×COS｛α ±(L÷2R)｝+S×COS｛α ±(L÷R)+M｝;X=YZY+2×R×SIN（L÷2R）×SIN｛α ±(L÷2R)｝+S×SIN｛α ±(L÷R)+M｝. 注：α ---线路方位角；M---所求边桩与路线的夹角；S---所求边桩至中桩的圆曲线中1.圆曲线（右偏）段横断面中边桩号左中491003674781.34490789.11933674782.066491203674761.286490788.32273674762.082491403674741.235490787.45313674742.101491603674721.188490786.51063674722.123491803674701.143490785.49523674702.149492003674681.103490784.4073674682.178490273674854.549490791.78813674855.03490293674852.54490791.82833674853.031490503674831.465490791.52163674832.038490703674811.393490791.17713674812.048490833674798.347490790.92843674799.055491843674696.914490789.44753674698.154492023674678.87490788.34773674680.18149204.23674677.083490780.86953674677.98549205.73674675.581490780.78393674676.48749207.33674673.756490784.57063674674.89049207.53674673.779490780.68053674674.69049209.33674671.977490780.57663674672.89349210.83674670....
