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按城市次干道标准设计设计说明书61页 路线全长1711.76米红线宽度为30米按城市次干道标准设计设计说明书61页 标准设计设计说明书61页 说明书61页

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路线全长1711.76米红线宽度为30米按城市次干道标准设计（设计说明书61页土方量计算表cad图纸25张）(内带cad图纸）,按城市次干道标准设计设计说明书61页,路线全长1711.76米红线宽度为30米按城市次干道标准设计设计说明书61页,标准设计设计说明书61页,说明书61页

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填挖左右左右 K0+0008.338.330.00-0.6415.5015.501:11:1 K0+0307.678.200.00-1.1715.5015.501:11:1.5 K0+0606.408.070.00-2.3115.5015.501:1.51:1.5 K0+0906.517.940.00-2.0715.5015.501:11:1 K0+1206.497.810.00-1.9615.5015.501:1.51:1.5 K0+1506.387.680.00-1.9415.5015.501:1.51:1.5 K0+1806.377.550.00-1.8215.5015.501:1.51:1.5 K0+2106.307.420.00-1.7615.5015.501:1.51:1.5 K0+2406.307.290.00-1.6315.5015.501:1.51:1.5 K0+2706.317.160.00-1.4915.5015.501:1.51:1.5 K0+3004.997.030.000.0015.5015.501:1.51:1.5 K0+3304.836.900.00-2.7115.5015.501:1.51:1 K0+3604.606.770.00-2.8115.5015.501:1.51:1.5 K0+3906.266.640.00-1.0215.5015.501:1.51:1.5 K0+4207.236.510.080.0015.5015.501:11:1 K0+444.362.896.430.00-4.1815.5015.501:1.51:1.5 K0+480.427.336.140.550.0015.5015.501:1.51:1.5 K0+516.464.426.440.00-2.6615.5015.501:1.51:1.5 K0+5406.366.580.00-0.8615.5015.501:1.51:1 K0+5704.196.760.00-3.2115.5015.501:1.51:1.5 K0+6006.136.930.00-1.4415.5015.501:1.51:1 K0+6306.317.110.00-1.4415.5015.501:1.51:1.5 K0+6606.317.290.00-1.6215.5015.501:1.51:1.5 K0+6906.167.470.00-1.9515.5015.501:11:1 K0+7203.737.640.00-4.5515.5015.501:1.51:1.5 K0+7504.747.820.00-3.7215.5015.501:1.51:1.5 K0+7806.138.000.00-2.5115.5015.501:1.51:1.5 K0+8106.148.170.00-2.6715.5015.501:1.51:1.5 K0+8406.128.350.00-2.8715.5015.501:1.51:1.5 K0+8706.138.530.00-3.0415.5015.501:1.51:1.5 K0+9006.088.700.00-3.2615.5015.501:1.51:1.5 K0+9306.098.880.00-3.4315.5015.501:1.51:1.5 K0+9606.089.060.00-3.6215.5015.501:1.51:1.5 K0+989.526.099.240.00-3.7915.5015.501:1.51:1.5 K1+039.026.269.410.00-3.7915.5015.501:1.51:1.5 K1+088.525.249.330.00-4.7315.5015.501:1.51:1.5 K1+1106.209.250.00-3.6915.5015.501:1.51:1.5 K1+1406.199.130.00-3.5815.5015.501:1.51:1.5 K1+1706.239.010.00-3.4215.5015.501:1.51:1.5 K1+2006.278.890.00-3.2615.5015.501:11:1.5 K1+2308.248.770.00-1.1715.5015.501:1.51:1 K1+2608.938.650.00-0.3615.5015.501:1.51:1 边坡 米米 米米1:M 路基设计表 桩号 地面高程设计标高填挖高度路基宽 K1+2909.298.530.120.0015.5015.501:1.51:1.5 K1+3208.778.410.00-0.2815.5015.501:1.51:1.5 K1+3505.688.290.00-3.2515.5015.501:1.51:1.5 K1+3806.248.170.00-2.5715.5015.501:1.51:1.5 K1+4106.318.050.00-2.3815.5015.501:1.51:1.5 K1+4406.257.930.00-2.3215.5015.501:1.51:1.5 K1+4706.067.810.00-2.3915.5015.501:1.51:1 K1+5006.237.690.00-2.1015.5015.501:1.51:1.5 K1+5307.877.570.00-0.3415.5015.501:11:1 K1+5606.177.450.00-1.9215.5015.501:11:1 K1+5907.857.330.00-0.1215.5015.501:11:1 K1+6209.047.211.190.0015.5015.501:11:1 K1+6509.747.092.010.0015.5015.501:11:1 K1+6807.466.970.00-0.1515.5015.501:11:1 K1+7108.166.850.670.0015.5015.501:11:1 K1+711.769.756.842.270.0015.5015.501:11:1 左右 15.6315.53 15.8315.53 16.0016.63 16.1316.60 16.3716.37 16.3416.34 16.2616.26 16.2216.22 16.1216.12 16.0315.90 17.1617.06 19.7216.11 18.7519.60 15.8515.83 15.8316.28 17.8017.85 16.7617.48 17.4817.73 17.3115.73 17.3618.83 15.8415.55 15.9818.68 18.3119.83 17.1017.91 17.8719.43 16.5216.57 16.7716.77 16.9116.91 17.2817.08 17.2017.20 17.3217.32 17.5317.53 17.4817.48 17.7417.74 17.5119.57 17.2119.43 17.6217.73 16.9715.83 16.1015.82 15.7416.33 15.5916.44 17.7616.82 坡脚坡口至中心线的距离 17.0616.95 16.931