1、缓缓和和曲曲线线要要素素及及主主点点里里程程桩桩号号计计算算路线转角（度）250.44268822 （分）210.680472849 （秒）5169.99206019缓和段长度（m）LS140圆曲线半径（m）R1200交点桩号（m）JD233886.663直缓点里程 ZHDK切线长（m）Th340.183340.183圆曲线长 Ly外距（m）Eh30.70630.706内移值 P总曲线长（m）Lh671.226671.226切线增长量 Q校正值（m）Dh9.1399.139切线角 B直缓点（m）ZH233546.480233546.480缓圆点（m）HY233686.480233686.480
2、JD坐标 X曲中点（m）QZ233882.093233882.093JD坐标 Y圆缓点（m）YH234077.706234077.706缓直点（m）HZ234217.706234217.706起算边方位角aA起算(HZ)点坐标X4081510.1998P起算(HZ)点坐标Y488251.0788QZH点坐标X4080257.8648ZH点坐标Y489070.2862233546.480391.2260.68069.9923.3424080189.0342488737.1398-33.1905起算(HZ)点坐标X4081510.1998起算(HZ)点坐标Y488251.0788ZH点坐标X4080257.8648ZH点坐标Y489070.2862切线长TH340.183JD坐标 X4080189.0341JD坐标 Y488737.1394起算边方位角a-33.19046
