距设计中线平距(位于路边缘)序号12345671011121314里程K41+260.000K41+2.000K41+2.000K41+268.000K41+268.000K41+272.000K41+272.000K41+276.000K41+276.000K41+286.000K41+286.000K41+292.000K41+292.000K41+299.400 路基宽(单幅)12.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.2512.25台顶内点16.1346.1086.6286.6027.1937.1677.6097.5888.4728.4048.9158.87.19.107 投影线内墙趾上墙身内底墙顶内边缘墙顶外边缘23458.8498.33411.7512.258.8408.30811.7512.258.9748.82811.7512.258.9668.80211.7512.259.3149.09311.7512.259.3069.06711.7512.259.4199.50911.7512.259.41.48811.7512.259.9139.97211.7512.259.19.90411.7512.2510.09110.31511.7512.2510.08310.27811.7512.2510.14910.511.7512.2510.13810.50711.7512.25 距设计中线平距(其中一幅为桥,挡墙位于路中线)序号123墙顶距中线台顶内点1距离K41+260.0000.056.166K41+2.0000.056.192K41+2.0000.055.672里程投影线内墙趾上墙身内底墙顶内边缘墙顶外边缘23453.4523.9660.550.053.4603.9920.550.053.3263.4720.550.05671011121314K41+268.000K41+268.000K41+272.000K41+272.000K41+276.000K41+276.000K41+286.000K41+286.000K41+292.000K41+292.000K41+299.400 0.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.055.6985.1075.1334.6914.7123.8283.63.3853.4223.1463.193 3.3342.9862.9942.8822.8822.3872.4092.2102.2172.1512.162 3.4983.2073.2332.7912.8122.3282.3961.9852.0221.7461.793 0.550.550.550.550.550.550.550.550.550.550.55 0.050.050.050.050.050.050.050.050.050.050.05 lijundong墙身外坡脚核对上墙内坡距本表作用
投影台宽cm220220220220190190190190150150140140140140 外坡距cm74.675.262.763.357.958.7.848.438.840.33131.925.226.3 结合坐标计算表使用快速参与计算挡墙施工放样坐标612.99613.00212.87712.88312.82912.83512.72812.73412.63812.65312.56012.56912.50212.514 2007.07.22外墙趾填土高墙身高70cm13.6坡比149213.9021.51503.813.77712.613.7831266.413.4291157.313.4351169.213.3256.713.334968.713.038776.213.053806.512.910619.912.919638.312.852503.912.8526.9 cm341.6344.2292.2294.8265.7268.3224.1226.2177.8184.6143.5147.2119.6124.3 墙身外坡脚6-0.696-0.702-0.577外墙趾7-1.596-1.602-1.477-0.583-0.529-0.535-0.428-0.434-0.338-0.353-0.260-0.269-0.202-0.214 2007.02.22-1.483-1.129-1.135-1.028-1.034-0.738-0.753-0.610-0.619-0.552-0.5 施工放样坐标
