变坡点桩号变坡点高程竖曲线半径竖曲线切线长224.500计算点桩号K7+050K7+100K7+150K7+200K7+250K7+300K7+350K7+400K7+450K7+500K7+550K7+600K7+650K7+700K7+750K7+800K7+850K7+900K7+950K8+000K8+050K7+510997.53029346.400竖曲线外距0.859未设竖曲线前的设计高程989.940990.765991.590992.415993.240994.065994.890995.715996.540997.365997.578997.638997.698997.758997.818997.878997.938997.998998.058998.118998.178-0.004-0.071-0.223-0.461-0.784-0.580-0.308-0.122-0.020起边纵坡坡度（%）止边纵坡坡度（%）竖曲线类型竖曲线ZH桩号K7+285.500改正值改正后的设计高程989.940990.765991.590992.415993.240994.061994.819995.492996.079996.581996.998997.330997.576997.738997.818997.878997.938997.998998.058998.118998.178 1.65000.1200凸型竖曲线竖曲线HZ桩号K7+734.500备 注
因篇幅问题不能全部显示，请点此查看更多更全内容