1234561 K24（X=--18137.171；Y=-3705.563）5468.242 K46（X=-18141.425；Y=-3725.963）20.885467.29462.17 462.88 462.89 465.38464.7464.7463.787 3.478330363.143 K47（X=-18144.700；Y=-3734.486）9.15466.44462.35 461.99 460.38464.7464.95 464.66 463.172 3.193330145.304 K48（X=-18152.761；Y=-3749.058）16.75465.99460.38 464.66 463.57 463.59 460.38 460.38462.163.5550296.845 K49（X=-18161.005；Y=-3759.526）13.35465.36460.38 463.43 463.75 462.89 462.55 460.38462.232.9450195.846 K50（X=-18169.168；Y=-3769.605）135464.79462.55 462.89 462.74 462.48 462.85 462.65 462.693 1.881670122.317 K51（X=-18180.203；Y=-3785.089）195463.95462.99 462.46 463.14 463.85 458.47 462.99 462.317 1.553330147.578 K52（X=-18188.178；Y=-3797.999）155463.3458.47464464.12 458.47 464.28 458.47 461.302 1.823330136.759 回车位 K53（X=-18191.293；Y=-3803.580）149.51463.3458.47 463.25 463.65 464.66 464.38 464.21 463.103 -0.3033 -45.348330.0010-45.351407.741112 K28（X=-18196.247；Y=3705.369）547213 K53（X=-18201.970；Y=-3718.357）14.55471.13465.69 465.38 472.14 471.56468.693 2.37250172.01序号桩号桩距m路宽m设计路面高程m平均高程mＨ平均深度m二、K28-K58（11#至13#楼南侧道路土方）室外道路土方工程量计算详单原始地面高程m一、K24-K53（1#至6#楼南侧道路土方）小计1挖方（-）/m3填方（+）/m3第 1 页，共 7 页序号桩号桩距m路宽m设计路面高程m平均高程mＨ平均深度m室外道路土方工程量计算详单原始地面高程m挖方（-）/m3填方（+）/m314 K54（X=-18207.676；Y=-3723.764）7.865470.6584 465.28 470.18 465.28 469.25467.498 2.89670113.8415 K55（X=-18214.385；Y=-3730.954）9.835470.0686 468.68 469.33 469.07 465.28468.091.7735087.1716 K56（X=-18219.472；Y=-3737.133）7.975469.5904 465.28 469.07 469.35 465.28 469.22 465.28 467.247 2.08283083.0017 K57（X=-18225.159；Y=-3744.979）9.75469.76465.28 469.22 469.05 468.98 465.34 468.82 467.782 1.39353067.5918 回车位 K58（X=-18228.582；Y=-3750.387）149.51469.76464.75 465.23 468.92 468.76 468.88 468.98 467.587 1.673...
