切线长度半 径缓和参数曲线长度外距点间 距直线长T1R1A1Ls1R2LcT2R3A2Ls2桩GK0+000桩桩桩桩桩N3914639.557NNNNNE420083.970EEEEE方方方方方方桩GK0+039.51426.121桩桩GK0+13.394桩GK0+034.885桩GK0+056.376桩N3914674.556NN3914651.420N3914665.446N3914665.730NE420102.311EE420090.187E420105.862E420126.895E方26.121方方27-39-27方68-42-08.73方109-44-52方桩GK0+104.97421.457桩桩GK0+083.517桩GK0+102.144桩GK0+120.770桩N3914649.309NN3914656.559N3914655.932N3914666.078NE420172.635EE420152.440E420170.758E420186.022E方21.457方方109-44-55方74-10-26方38-36-06方桩GK0+210.01216.79桩桩GK0+193.220桩GK0+208.529桩GK0+223.838桩N3914735.822NN3914722.698N3914731.765N3914733.753NE420241.700EE420231.223E420243.352E420258.365E方16.79方方38-36-07方67-50-25方97-04-38方桩GK0+328.50323.449桩桩GK0+305.054桩GK0+324.958桩GK0+344.861桩N3914720.857NN3914723.746N3914727.785N3914742.741NE420362.233EE420338.962E420358.081E420370.656E方23.449方方97-04-36方59-03-47方21-03-07方桩GK0+410.84926.699桩桩GK0+384.151桩GK0+407.693桩GK0+431.235桩N3914804.325NN3914779.408N3914797.715N3914805.026NE420394.360EE420384.770E420399.027E420421.050E方26.699方方21-03-11方54-46-28方88-29-44方桩GK0+434.888桩桩桩桩桩N3914805.122NNNNNE420424.707EEEEE方方方方方方缓圆(HY)曲中(QZ)圆缓(YH)缓直(HZ)交 点 坐 标缓和曲线起点缓和曲线终点或圆曲线起点圆曲线中点圆曲线终点或缓和曲线起点 缓和曲线终点E9.7786.8844.3808.0778.09251.37143.71436.1993030303040(Y)67-26-37.7转 角(°′″ )(Y)82-05-28.7(Z)71-08-49.6(Y)52-28-34.1(Z)76-01-32.13.653(m)13.39427.14172.4581.21639.2938-36-03.7697-04-38.8121-03-06.5388-29-43.06计算方位角(°′″ )27-39-24109-44-55.0789.43730.351交 点(m)39.51474.719110.700121.458JD5JD6号JD0JD1JD2JD3JD4直 线、曲 线 及 转 角 表项目名称:DK12+644道路改移图号:黄韩侯施线04-01-01曲 线 要 素 表 (m)曲 线 主 点 位 置及交曲线间交 点 桩 号直缓(ZH)切线长度半 径缓和参数曲线长度外距点间 距直线长T1R1A1Ls1R2LcT2R3A2Ls2桩GK0+000...