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1、Z1线路竖曲线要素表序号桩 号竖曲线纵 坡(%)变坡点间距 (m)直坡段长 (m)备 注标高(m)凸曲线半径R(m)凹曲线半径R(m)切线长T(m)外距E(m)起点桩号终点桩号+-1起点 Zl K0+00010932Z1 +268.0311093.0471600037.6670.044Z1 +230.364Z1 +305.698().018268.031230.3643Z1 +999.9931089.7291600047.890.072Z1 +952.104Z1 +047.8830.453731.962646.4064Z1 +060.9261092.724800039.630.098Z1 +0
2、21.296Z1 +100.5540.1452060.9331973.4135Z1 +675.1411099.702800040.1560.101Z1 +634.987Z1 +715.2881.136614.215534.4336Z1 +984.5351106.3238000147.5471.361ZI +837.022Z1 +132.0642.14309.394121.7347终点 ZI +263.67711021.549279.142131.613第1裱，共I张Z2线路竖曲线要素表序号桩 号竖曲线纵 坡(%)变坡点间距 (m)宜坡段长 (m)备 注标高(m)凸曲线半径R(m)凹曲线半径R(m)切线长T(m)外距E(m)起点桩号终点桩号+-1起点 Z2 KO+OOO1090.5052Z2 +3801084.44211074.512118.6170.635Z2+261.398Z2 +498.6151.59638()261.3983Z2 +747.7051086.4526978.41753.869().208Z2 +693.837Z2 +801.5620.547367.705195.2224终点 Z2 +979.8511091.3052.09232.146178.289第1裱，共张