路基设计表1

伊嘉公路东克至美丰段变坡点高桩 号平 曲 线程、桩号及纵坡坡度、坡长1QD +700.000K57 +750.000K57 +800.000K57 +850.000K57 +900.000K57 +950.000K58 +000.000K58 +050.000K58 +100.000K58 +150.000K58 +200.000K58 +236.428K58 +250.000K58 +275.000K58 +300.000K58 +325.000K58 +350.000 K58 +375.000 K58 +396.428 K58 +400.000K58 +425.000K58 +450.000K58 +475.000K58 +500.000JDJD1K58 +525.000K58+859.53K58 +550.000左100°25' 26″K58 +575.000R =450K58 +600.000Ls1=160K58 +625.000Ls2=331.165i=5.12%L=390.79+410.446i=1.50%L=320.00凹R=5000+132.000i=4.80%L=300.0023418.8004C4-3-1

第1页共内坡271.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.503坡脚坡口至中桩距离2829页地 面 竖 曲 线 高 程5416.11419.73423.13设 计高 程18.80421.20423.60426.00428.34430.38432.11433.53434.435.45436.20436.75436.99437.53438.20438.99439.90440.94441.93442.11443.37444.65445.93447.19448.349.44450.44451.34452.16填挖高度(米)72.691.470.472.130.901.232.333.723.434.235.301.230.704.355.384.924.534.183.923.3.591.480.803.103.453.744.194.805.558路基宽度 (米)95.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00105.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00路基边缘及中桩与设计高之高差（米）11120.110.110.110.110.110.110.110.110.110.110.110.110.110.110.110.110.080.170.250.320.320.320.320.320.320.320.320.320.320.3213施 工 时中桩高度（米）142.691.580.572.241.011.122.223.623.324.125.191.120.814.465.495.0315边 坡1：m161.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50171.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50护 坡 道宽 度 右 1950.0050.0050.0050.0050.00 50.0050.0050.0050.0050.0050.0050.0050.0050.0050.00182.002.002.002.002.00 2.002.002.002.002.002.002.002.002.002.00边 沟沟底纵坡% 左 右 224.804.804.804.804.80234.804.804.804.804.804.801.501.501.501.501.501.501.501.501.505.125.125.125.125.125.125.125.125.125.125.125.125.125.12形状24底宽25沟深260.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.50坡度1：m 左 20备 注 填 挖 左 右 左 中 右 填 挖 左 右 左 右 21(米)(米)1：m 左 右 302.0050.002.0050.002.0050.002.0050.002.0050.00 梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.606.016512.49610.10510.20512.3297.77225.557.419913.4238.035119.2745.101120.4737.459225.52110.27125.72110.11719.75610.72424.94811.99714.6227.23245.07457.960110.41213.13412.25714.01712.03112.88+868.000凸423.87427.44431.61434.43437.25438.07439.68441.50437.98436.29433.18432.82434.07435.37436.738.01438.22439.79443.17433.200+000.000R=8000T=132.00E=1.09 4.80 1.50 1.50 1.50 1.50 1.50 1.501.501.501.505.125.125.125.125.125.125.125.125.125.125.125.125.125.12+229.5542.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.00438.000+320.000T=90.45E=0.82 5.00 5.00 5.005.005.005.005.005.005.005.005.005.005.005.00 0.115.00-0.015.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.020.140.180.180.180.180.180.180.180.180.180.180.184.63 1.504.29 1.504.07 1.504.073.761.660.622.923.283.574.014.625.371.501.501.501.501.501.501.501.501.501.5011.45212.54210.98612.28710.68412.02210.41611.5439.968611.0816.94847.821410.429.619813.92413.01514.46113.42314.93813.715.14.50116.81915.33518.00516.359+482.3346.73450.29451.81453.18454.63456.14457.71编 制：复 核：审 核：

路 基 设 计 表

桩 号 伊嘉公路东克至美丰段变坡点高地 面程、桩号平 曲 线 竖 曲 线 及纵坡坡高 程度、坡长2345459.34凸460.00460.00460.00460.00460.00460.00460.00460.00459.68458.41457.18455.98i=-1.41%L=539.21+939.2454.78453.60452.43451.29451.28450.150.00450.00450.00450.00凹450.00449.58448.82+261.467448.08447.98447.87C4-3-2

第边 沟沟底纵坡% 左 右 225.125.125.121.411.411.411.411.411.411.411.411.411.411.412.002.002.002.002.002.002.002.002.002.002.002.002.002.002.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.001.411.411.411.411.411.411.411.411.411.411.411.181.181.181.18路基边缘及中桩施 工 时边 坡护 坡 道与设计高之高差中桩高度(米)(米)（米）（米）1：m宽 度坡度1：m高 程 填 挖 左 右 左 中 右 填 挖 左 右 左 右 左 右 设 计填挖高度路基宽度 52.88453.52454.054.27454.52454.455.17455.355.455.47455.39455.22454.97454.63454.28453.92453.57453.57453.22452.51451.81451.31451.10450.75450.41450.11449.81449.51449.220.681.492.292.293.062.511.811.311.100.750.831.291.731.531.35形状243页坡脚坡口至底沟内中桩距离宽深坡(米)(米)1：m 左 右 25260.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.502页共备 注1786.466.485.945.735.485.114.834.4.544.213.021.961.010.1595.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.005.001011120.180.180.180.180.180.180.180.180.180.180.180.180.180.180.180.180.180.180.170.140.120.110.110.110.110.110.110.110.11130.320.320.320.320.320.320.320.320.320.320.320.320.320.320.320.320.320.320.300.250.200.170.170.170.170.170.170.170.1714156.286.305.765.555.304.934.654.4.3.032.841.780.83161.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50171.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.5018192021235.125.125.121.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.181.181.181.18271.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.502819.4019.4816.0116.2816.5015.9815.5815.4715.3314.8713.1311.6210.539.266.067.288.608.699.9.248.157.226.956.396.517.428.097.567.262917.6017.6518.6018.8817.6117.0216.5816.4316.2715.7613.8512.2110.255.156.427.628.738.739.808.987.756.926.596.066.176.7.517.197.0330K58 +650.000T1 =623.098K58 +675.000T2 =623.098K58 +700.000L =1984.099QZ +710.791E =256.885K58 +725.000J =0K58 +750.000K58 +775.000K58 +800.000K58 +825.000K58 +850.000K58 +875.000K58 +900.000K58 +925.000K58 +950.000K58 +975.000K59 +000.000K59 +025.000YH +025.155K59 +050.000K59 +100.000K59 +150.000HY +185.155K59 +200.000K59 +225.000K59 +250.000K59 +275.000K59 +300.000K59 +325.000K59 +350.0005.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.025.00-0.015.005.005.005.005.005.005.005.005.000.00梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60458.000+710.791R=7000T=228.46E=3.730.030.861.672.462.473.232.681.951.431.210.860.941.401.841.1.450.400+250.000R=10000编 制：复 核：审 核：路 基 设 计 表

桩 号 伊嘉公路东克至美丰段变坡点高地 面程、桩号平 曲 线 竖 曲 线 及纵坡坡高 程度、坡长2345447.75447.61C4-3-3

第边 沟沟底纵坡% 左 右 221.181.181.181.461.461.461.461.461.461.461.461.461.461.461.46路基边缘及中桩施 工 时边 坡护 坡 道与设计高之高差中桩高度(米)(米)（米）（米）1：m宽 度坡度1：m高 程 填 挖 左 右 左 中 右 填 挖 左 右 左 右 左 右 设 计填挖高度路基宽度 48.92448.63448.33448.047.83447.447.49447.38447.32447.29447.31447.31447.37447.47447.62形状243页坡脚坡口至底沟内中桩距离宽深坡(米)(米)1：m 左 右 25260.500.500.500.500.500.500.500.500.500.500.500.500.500.500.503页共备 注1K59 +375.000K59 +400.000K59 +425.000K59 +450.000K59 +475.000K59 +500.000K59 +525.000K59 +550.000K59 +575.000K59 +600.000JDJD271.171.020.860.750.680.670.710.800.951.141.241.231.141.081.085.005.005.005.005.005.005.005.005.005.005.005.005.005.005.00105.005.005.005.005.005.005.005.005.005.005.005.005.005.005.0011120.110.110.110.110.110.110.110.110.110.110.110.110.110.110.11130.170.170.170.170.170.170.170.170.170.170.170.170.170.170.17141.281.120.970.850.790.780.820.911.061.251.341.331.251.191.1915161.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50171.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50182.002.002.002.002.002.002.002.002.002.002.002.002.002.002.001950.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.002021231.181.181.181.461.461.461.461.461.461.461.461.461.461.461.46271.501.501.501.501.501.501.501.501.501.501.501.501.501.501.50286.976.776.446.226.186.246.266.366.627.077.177.137.006.936.91296.756.466.446.256.135.966.066.306.406.716.826.886.756.586.68302.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.002.0050.00梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60梯形0.60+424.673i=-1.18%L=372.84447.47447.31447.15446.97446.78446.58446.37凹446.15446.07446.08446.23446.39446.54QZ +622.840K59+949.48446.000R=15000T=198.17E=1.31K59 +625.000左45°16' 52″+622.840K59 +650.000R =1310.092K59 +675.000Ls1=160K59 +700.000Ls2=160编 制：复 核：审 核：