直线、曲线及转角表一级公路（K106+150天桥）交 点 坐 标交点号交点桩号N (X)E (Y)转 角 值半 径线长度1JD0234K0+00022.6972652.07411226°39′13.8″JD14423484.697619255.2427K0+052.07452°10′26.6″(Y)81°20′45.4″(Z)69°56′34.3″(Y)6029.37754.636546.80574.117K0+022.697K0+050.016K0+077.334119.341200.2768278°49′40.3″JD24423515.432619057.3385K0+248.2346051.55985.1852819.1117.933K0+196.675K0+239.267K0+281.860147.2453254.7614197°28′54.9″JD34423272.438618980.8069K0+485.0638055.95797.6586617.62814.256K0+429.105K0+477.935K0+526.76462.00907185.9907267°25′29.2″JD44423264.081618795.0041K0+656.79896°57′58″(Z)60.218872°15′14.7″(Z)75°48′55.7″(Y)73°03′48.3″(Z)21°38′59.7″(Y)68.024101.91330.63134.136K0+588.773K0+639.730K0+690.6860.001379126.4207170°27′31.3″JD54423139.409618815.9594K0+749.0828058.395100.885719.04515.904K0+690.687K0+741.130K0+791.57380.43922186.792798°12′16.6″JD64423112.752619000.8403K0+919.971452533.54147.95984.5453312.76611.372K0+872.012K0+897.012K0+914.285K0+931.558K0+956.55884.26593168.4778174°01′12.2″JD74422945.192619018.3923K1+077.077352026.45836.25364.631919.14887.875K1+040.824K1+060.824K1+073.140K1+085.456K1+105.456177.8278242.7628100°57′23.9″JD84422899.051619256.7298K1+311.96515028.68256.679342.71750.684K1+283.283K1+311.623K1+339.96360.0373288.71907122°36′23.6″JD94422851.243619331.466K1+400567线参数8长 度9长 度101112第 1 页 共 1 页 S6-15-3曲 线 要 素 值 (m)缓和曲缓和曲切 线曲 线外 距校正值起 点点或圆曲线起点131415曲 线 主 点 桩 号第一缓和曲线第一缓和曲线终曲线中点点或圆曲线终点终 点1617长 (m)18第二缓和曲线起第二缓和曲线直线段直线长度及方向交点间计算方位角距(m)192021备 注4423520.44619293.1121编制：复核：