路基宽度28米高速公路总长7039.766m(设计说明书54页CAD图9张)
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上传时间:2019-10-16
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黄**(实名认证)
广东
IP属地:广东
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路基
宽度
28
高速公路
总长
设计
说明书
仿单
54
cad
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路基宽度28米高速公路总长7039.766m(设计说明书54页CAD图9张),路基,宽度,28,高速公路,总长,设计,说明书,仿单,54,cad
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(项目名称)第1页 共5页中 桩护坡道护坡道沟 深沟 深(m)(m)12345678910111213141516171819K0+00024.4420.945.2619.5620.340.6024.4420.845.4119.7120.240.60K0+05025.0720.080.0025.0719.440.00K0+10025.7022.280.0025.7022.100.00K0+15026.3321.940.0026.3322.550.00K0+20026.9522.160.0026.9522.550.00K0+25027.5819.620.0027.5822.550.00K0+30028.2121.190.0028.2121.890.00K0+35028.8422.550.0028.8422.550.00K0+40029.4622.550.0029.4622.550.00K0+45030.0622.550.0030.0622.550.00K0+50030.5322.550.0030.5322.550.00K0+55030.8922.550.0030.8922.550.00K0+60031.1121.070.0031.1121.500.00K0+65031.2618.470.0031.2618.720.00K0+70031.4118.470.0031.4118.470.00K0+75031.4818.470.0031.4818.470.00K0+80031.3818.470.0031.3818.470.00K0+85031.1118.470.0031.1118.470.00K0+90030.6818.470.0030.6818.470.00K0+95030.0818.470.0030.0818.470.00K1+00029.3318.470.0029.3318.470.00K1+05028.5418.470.0028.5418.470.00K1+10027.7718.470.0027.7718.470.00K1+15027.1418.470.0027.1418.470.00K1+20026.7218.470.0026.7218.470.00K1+25026.5018.470.0026.5018.470.00K1+30026.5018.470.0026.5018.470.00K1+35026.6418.470.0026.6418.470.00K1+40026.7918.470.0026.7918.470.00K1+45026.9418.470.0026.9418.470.00K1+476.98027.0218.530.0027.0218.470.00复核:审核:或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程边沟、排水沟设计表边沟、排水沟设计表边沟或排水沟边 坡边沟或排水沟备 注边 坡桩 号路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)备 注左 侧右 侧或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)(项目名称)第2页 共5页中 桩护坡道护坡道沟 深沟 深(m)(m)12345678910111213141516171819K1+50027.0918.960.0027.0918.800.00K1+55027.2419.430.0027.5119.430.00K1+60027.3119.430.0027.9519.430.00K1+626.98027.2319.430.0028.1819.430.00K1+65027.2919.430.0028.2419.430.00K1+70027.4019.430.0028.3519.430.00K1+75027.4819.430.0028.4319.430.00K1+80027.5219.430.0028.4719.430.00K1+85027.5419.420.0028.4919.430.00K1+90027.5219.330.0028.4719.330.00K1+95027.4819.330.0028.4319.340.00K2+00027.4019.410.0028.3519.420.00K2+011.09727.3819.430.0028.3319.440.00K2+05027.5219.510.0028.0219.510.00K2+10027.3919.560.0027.6019.590.00K2+15027.2419.620.0027.2419.640.00K2+161.09727.2119.630.0027.2119.650.00K2+20027.0919.670.0027.0919.690.00K2+25026.9419.720.0026.9419.750.00K2+30026.7919.770.0026.7919.800.00K2+35026.6419.830.0026.6419.850.00K2+40026.4919.880.0026.4919.900.00K2+45026.3419.930.0026.3419.960.00K2+50026.1919.980.0026.1920.010.00K2+55026.0420.040.0026.0420.060.00K2+60025.8920.090.0025.8920.010.00K2+65025.7420.150.0025.7420.140.00K2+70025.5920.140.0025.5920.240.00K2+75025.4420.050.0025.4419.920.00K2+80025.3021.730.0025.3019.780.00K2+85025.1719.860.0025.1719.800.00复核:审核:坡度、坡长变坡点桩号、高程路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)桩 号路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)备 注左 侧右 侧或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程边沟、排水沟设计表边沟、排水沟设计表边沟或排水沟边 坡边沟或排水沟备 注边 坡(项目名称)第3页 共5页中 桩护坡道护坡道沟 深沟 深(m)(m)12345678910111213141516171819K2+90025.0820.460.0025.0819.810.00K2+95025.0124.550.6814.9823.950.6025.0120.097.3821.6819.490.60K3+00024.9627.081.061.5014.3024.360.6024.9621.495.2119.5120.890.60K3+05024.9426.380.721.5014.3024.330.6024.9421.075.8020.1020.470.60K3+10024.9427.651.361.5014.3024.340.6024.9421.135.7120.0120.530.60K3+15024.9726.020.531.5014.3024.370.6024.9720.826.2320.5320.220.60K3+20025.0221.075.9220.2220.470.6025.0221.435.3819.6820.830.60K3+25025.1026.050.481.5014.3024.490.6025.1023.572.2816.5822.970.60K3+30025.2019.788.1222.4219.180.6025.2019.868.0122.3119.260.60K3+35025.3323.742.3916.6923.140.6025.3325.720.201.5014.3024.720.60K3+40025.4721.865.4219.7221.260.6025.4722.254.8319.1321.650.60K3+45025.6224.751.3115.6124.150.6025.6225.640.011.5014.3025.020.60K3+50025.7720.637.7222.0220.030.6025.7721.216.8521.1520.610.60K3+55025.9221.227.0621.3620.620.6025.9226.290.181.5014.3025.320.60K3+60026.0720.079.0023.3019.470.6026.0723.983.1417.4423.380.60K3+65026.2220.758.2122.5120.150.6026.2221.866.5520.8521.260.60K3+70026.3722.695.5319.8322.090.6026.3728.000.821.5014.3025.770.60K3+75026.5223.175.0319.3322.570.6026.5226.750.111.5014.3025.920.60K3+80026.6720.659.0423.3420.050.6026.6726.990.161.5014.3026.070.60K3+85026.8220.180.0026.8220.180.00K3+90026.9720.180.0026.9720.180.00K3+95027.1220.180.0027.1220.180.00K4+00027.2720.570.0027.2720.570.00K4+05027.4220.970.0027.4221.130.00K4+10027.5721.150.0027.5721.680.00K4+15027.7221.130.0027.7221.660.00K4+20027.8720.830.0027.8721.460.00K4+25028.0221.220.0028.0221.500.00K4+30028.1722.010.0028.1722.050.00K4+35028.3221.180.0028.3222.280.00K4+40028.4726.300.0028.4722.590.00复核:审核:或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程边沟、排水沟设计表边沟、排水沟设计表边沟或排水沟边 坡边沟或排水沟备 注边 坡桩 号路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)备 注左 侧右 侧或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)(项目名称)第4页 共5页中 桩护坡道护坡道沟 深沟 深(m)(m)12345678910111213141516171819K4+45028.6126.150.0028.6119.920.00K4+50028.7026.750.0028.7020.700.00K4+55028.7225.590.0028.7221.890.00K4+60028.6725.450.0028.6720.290.00K4+65028.5723.290.0028.5719.550.00K4+70028.4023.150.0028.4019.840.00K4+75028.1725.160.0028.1722.630.00K4+80027.8820.480.0027.8819.810.00K4+85027.5419.570.0027.5419.890.00K4+90027.1919.840.0027.1920.660.00K4+95026.8420.650.0026.8419.950.00K4+966.19426.7321.370.0026.7320.080.00K5+00026.4919.720.0026.4919.940.00K5+05026.1518.410.0026.2018.550.00K5+10025.8017.570.0026.1317.570.00K5+15025.3119.450.0026.0718.150.00K5+166.19425.1019.670.0026.0518.440.00K5+20024.8617.950.0025.8118.200.00K5+25024.5220.020.0025.4720.030.00K5+30024.2120.635.3719.6720.030.6025.1622.444.0818.3821.840.60K5+35023.9219.846.1220.4219.240.6024.8719.837.5621.8619.230.60K5+40023.6619.715.9320.2319.110.6024.6019.837.1521.4519.230.60K5+45023.4219.525.8420.1418.920.6024.3619.567.2121.5118.960.60K5+50023.2019.525.5219.8218.920.6024.1519.526.9421.2418.920.60K5+55023.0119.385.4619.7618.780.6023.9619.526.6620.9618.920.60K5+552.22623.0019.375.4619.7618.770.6023.9519.526.6520.9518.920.60K5+60023.0819.355.6019.9018.750.6023.5119.525.9920.2918.920.60K5+65022.9019.525.0719.3718.920.6023.0519.525.3019.6018.920.60K5+70022.7219.764.4418.7419.160.6022.7219.524.8019.1018.920.60K5+75022.5518.765.6919.9918.160.6022.5519.524.5418.8418.920.60K5+752.22622.5418.805.6119.9118.200.6022.5419.524.5318.8318.920.60复核:审核:坡度、坡长变坡点桩号、高程路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)桩 号路基边缘设计标高(m)坡口、脚标高(m)平面宽度(m)备 注左 侧右 侧或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)或碎落台宽度(m)中心至路中心距离(m)沟底标高(m)坡度、坡长变坡点桩号、高程边沟、排水沟设计表边沟、排水沟设计表边沟或排水沟边 坡边沟或排水沟备 注边 坡(项目名称)第5页 共5页中 桩护坡道护坡道沟 深沟 深(m)(m)12345678910111213141516171819K5+80022.3719.524.2718.5718.920.6022.3719.524.2718.5718.920.60K5+85022.1919.643.8318.1319.040.6022.1919.893.4617.7619.290.60K5+90022.0219.533.7318.0318.930.6022.0219.873.2217.5219.270.60K5+95021.8419.703.2117.5119.100.6021.8418.215.4419.7417.610.60K6+00021.6619.702.9517.2519.100.6021.6619.233.6517.9518.630.60K6+05021.4919.692.7017.0019.090.6021.4919.702.6816.9819.100.60K6+10021.3219.642.5216.8219.040.6021.3219.702.4316.7319.100.60K6+15021.1919.702.2416.5419.100.6021.1919.702.2416.5419.100.60K6+20021.1119.702.1216.4219.100.6021.1119.702.1216.4219.100.60K6+25021.0719.702.0516.3519.100.6021.0719.702.0516.3519.100.60K6+30021.0719.702.0516.3519.100.6021.0719.702.0516.3519.100.60K6+35021.1119.702.1116.4119.100.6021.1119.662.1716.4719.060.60K6+40021.1919.622.3616.6619.020.6021.1919.582.4216.7218.980.60K6+45021.3119.602.5616.8619.000.6021.3119.562.6316.9318.960.60K6+50021.4619.562.8517.1518.960.6021.4619.562.8517.1518.960.60K6+55021.6119.603.0217.3219.000.6021.6119.563.0817.3818.960.60K6+60021.7621.660.1614.4621.060.6021.7619.563.3017.6018.960.60K6+65021.9121.380.8015.1020.780.6021.9120.731.7816.0820.130.60K6+70022.0623.280.611.5014.3021.460.6022.0623.280.611.5014.3021.460.60K6+75022.2123.280.531.5014.3021.61
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