市政道路路基土方计算断面图示例.doc

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1、纬十九路路基工程断面图申报单位：市政总公司纬十九路一标项目部绘图软件：《易算土方》200填=147.543挖=1.000设计高=1344.299地面高=1342.224填挖高=2.075左坡脚:-39.045/1337.776右坡脚:31.114/1342.397180填=125.829挖=1.000设计高=1343.885地面高=1340.990填挖高=2.895左坡脚:-35.743/1339.229右坡脚:32.129/1341.305160填=120.971挖=0.963设计高=1343.470地面高=1339.424填挖高=4.0

2、46左坡脚:-34.554/1339.607右坡脚:31.263/1341.459140填=92.374挖=1.213设计高=1343.055地面高=1340.713填挖高=2.342左坡脚:-34.257/1339.390右坡脚:29.534/1342.403120填=67.125挖=0.485设计高=1342.640地面高=1341.480填挖高=1.160左坡脚:-32.607/1339.742右坡脚:30.364/1341.233100填=0.326挖=81.197设计高=1342.225地面高=1343.783填挖高=-1.558

3、左坡脚:-28.864/1341.822右坡脚:27.249/1342.89780填=0.000挖=103.740设计高=1341.810地面高=1344.785填挖高=-2.975左坡脚:-26.201/1341.784右坡脚:27.185/1342.44056.297填=0.000挖=151.387设计高=1341.318地面高=1344.333填挖高=-3.015左坡脚:-27.111/1341.898右坡脚:29.276/1343.342360填=134.548挖=0.500设计高=1347.619地面高=1344.799填挖高=2

4、.820左坡脚:-32.276/1344.942右坡脚:34.696/1343.662340填=155.249挖=1.000设计高=1347.204地面高=1343.758填挖高=3.446左坡脚:-32.666/1344.267右坡脚:34.592/1343.316320填=190.172挖=1.099设计高=1346.789地面高=1342.385填挖高=4.404左坡脚:-33.953/1343.459右坡脚:34.288/1343.104300填=235.341挖=1.000设计高=1346.374地面高=1341.210填挖高=5

5、.164左坡脚:-34.702/1342.413右坡脚:35.945/1341.584280填=229.033挖=1.413设计高=1345.959地面高=1339.980填挖高=5.979左坡脚:-35.077/1341.748右坡脚:32.228/1343.786260填=256.313挖=0.979设计高=1345.544地面高=1338.744填挖高=6.800左坡脚:-36.993/1340.056右坡脚:31.708/1343.236240填=216.861挖=0.902设计高=1345.129地面高=1339.533填挖高=5

6、.596左坡脚:-39.443/1338.341右坡脚:31.897/1342.656220填=149.933挖=0.954设计高=1344.714地面高=1343.411填挖高=1.303左坡脚:-39.734/1337.732右坡脚:31.357/1342.631520填=0.896挖=59.690设计高=1350.227地面高=1350.891填挖高=-0.664左坡脚:-27.455/1351.037右坡脚:29.433/1349.400500填=14.630挖=16.718设计高=1350.181地面高=1349.458填挖高=0

7、.723左坡脚:-26.825/1350.571右坡脚:30.929/1348.371480填=30.686挖=1.307设计高=1350.002地面高=1348.601填挖高=1.401左坡脚:-29.432/1349.284右坡脚:30.695/1348.372460填=29.664挖=1.823设计高=1349.689地面高=1348.147填挖高=1.542左坡脚:-29.034/1349.173右坡脚:30.529/1348.181440填=51.535挖=0.990设计高=1349.279地面高=1347.652填挖高=1.62

8、7左坡脚:-30.532/1347.771右坡脚:31.148/1347.345420填=7.421挖=8.436设计高=1348.864地面高=1347.657填挖高=1.20