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1、路基設(shè)計(jì)表第 0 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K0+00078.2078.280.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+00078.2078.200.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+02078.1078.140.040.752.508.002.00
2、8.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+02078.1078.430.330.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04078.0078.000.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04078.0078.660.660.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06077.9077.860.040.752.508.00
3、2.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06077.9078.890.990.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+08077.8077.720.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+08077.8079.121.320.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+10077.5077.570.070.752.50
4、8.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+10077.5079.351.850.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+12077.4077.430.030.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+12077.4079.582.180.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+14077.3077.320.020.75
5、2.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+14077.3079.812.510.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+16077.1077.250.150.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+16077.1080.042.940.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+18077.2077.220.02
6、0.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+18077.2080.273.070.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+20077.3077.240.060.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+20077.3080.503.200.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+22077.4077.30
7、0.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+22077.4080.733.330.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+24077.6077.410.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+24077.6080.963.360.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+26077.707
8、7.570.130.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 1 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K0+26077.7081.193.490.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+28077.8077.770.030.752.508.002.008.002.500.
9、75-0.23-0.21-0.16-0.16-0.21-0.23+28077.8081.423.620.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+30077.9078.010.110.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+30077.9081.653.750.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+32078.2078.300.100.752.508.002.008.002.
10、500.75-0.23-0.21-0.16-0.16-0.21-0.23+32078.2081.883.680.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+34078.6078.640.040.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+34078.6082.113.510.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+36078.9079.020.120.752.508.002.008.
11、002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+36078.9082.343.440.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+38079.4079.450.050.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+38079.4082.573.170.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+40079.8079.920.120.752.508.002.
12、008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+40079.8082.803.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+42080.4080.440.040.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+42080.4083.032.630.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+44081.4081.000.400.752.508.
13、002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+44081.4083.261.860.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+46081.7081.580.120.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+46081.7083.491.790.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+48082.1082.120.020.752.
14、508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+48082.1083.721.620.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+50082.5082.600.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+50082.5083.951.450.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+52083.1083.030.070.
15、752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+52083.1084.181.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 2 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K0+54083.5083.430.070.752.508.002.008.002.500.75-0.23-0.
16、21-0.16-0.16-0.21-0.23+54083.5084.410.910.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+56084.0083.840.160.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+56084.0084.640.640.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+58084.3084.240.060.752.508.002.008.002.500.75-0.2
17、3-0.21-0.16-0.16-0.21-0.23+58084.3084.870.570.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+60084.6084.650.050.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+60084.6085.100.500.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+62084.9085.050.150.752.508.002.008.002.500.75
18、-0.23-0.21-0.16-0.16-0.21-0.23+62084.9085.330.430.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+64085.2085.450.250.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+64085.2085.560.360.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+66085.5085.860.360.752.508.002.008.002.50
19、0.75-0.23-0.21-0.16-0.16-0.21-0.23+66085.5085.790.290.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+68085.5086.260.760.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+68085.5086.020.520.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+70085.6086.671.070.752.508.002.008.00
20、2.500.75-0.23-0.21-0.16-0.16-0.21-0.23+70085.6086.250.650.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+72085.9087.071.170.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+72085.9086.480.580.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+74086.5087.470.970.752.508.002.00
21、8.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+74086.5086.710.210.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+76086.9087.880.980.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+76086.9086.940.040.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+78087.6088.280.680.752.508.00
22、2.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+78087.6087.170.430.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+80088.3088.690.390.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 3 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1
23、A2A3A3A2A1K0+80088.3087.400.900.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+82088.9089.090.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+82088.9087.631.270.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+84089.5089.500.000.752.508.002.008.002.500.75-0.23-0.21-0.1
24、6-0.16-0.21-0.23+84089.5087.861.640.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+86089.8089.870.070.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+86089.8088.091.710.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+88090.5090.120.380.752.508.002.008.002.500.75-0.23-0.21
25、-0.16-0.16-0.21-0.23+88090.5088.312.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+90091.2090.240.960.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+90091.2088.502.700.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+92092.6090.232.370.752.508.002.008.002.500.75-0.23-
26、0.21-0.16-0.16-0.21-0.23+92092.6088.653.950.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+94093.3090.083.220.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+94093.3088.764.540.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+96091.8089.792.010.752.508.002.008.002.500.75-0
27、.23-0.21-0.16-0.16-0.21-0.23+96091.8088.832.970.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+98090.8089.381.420.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+98090.8088.861.940.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23K1+00089.8088.830.970.752.508.002.008.002.50
28、0.75-0.23-0.21-0.16-0.16-0.21-0.23+00089.8088.850.950.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+02088.8088.150.650.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+02088.8088.800.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04087.3087.330.030.752.508.002.008.00
29、2.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04087.3088.711.410.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06085.9086.390.490.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06085.9088.582.680.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 4 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度
30、()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K1+08083.1085.392.290.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+08083.1088.405.300.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+10082.5084.391.890.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0
31、.21-0.23+10082.5088.195.690.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+12081.4083.391.990.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+12081.4087.946.540.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+14081.8082.500.700.752.508.002.008.002.500.75-0.23-0.21-0.16-0.
32、16-0.21-0.23+14081.8087.655.850.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+16081.8081.820.020.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+16081.8087.325.520.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+168.37181.6081.590.010.752.508.002.008.002.500.75-0.23-0.21
33、-0.16-0.16-0.21-0.23+168.37181.6087.175.570.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+18081.5081.340.160.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+18081.5086.955.450.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+20081.1081.050.050.752.508.002.008.002.500.75-0
34、.23-0.21-0.16-0.10-0.13-0.16+20081.1086.545.440.752.508.002.008.002.500.75-0.23-0.21-0.16-0.14-0.18-0.20+22080.8080.870.070.752.508.002.008.002.500.75-0.23-0.21-0.160.000.00-0.02+22080.8086.095.290.752.508.002.008.002.500.75-0.23-0.21-0.16-0.02-0.03-0.05+24080.7080.690.010.752.508.002.008.002.500.75
35、-0.23-0.21-0.160.100.130.11+24080.7085.604.900.752.508.002.008.002.500.75-0.23-0.21-0.160.120.160.14+26080.5080.520.020.752.508.002.008.002.500.75-0.28-0.26-0.200.200.260.24+26080.5085.074.570.752.508.002.008.002.500.75-0.28-0.26-0.200.230.300.28+268.37180.3080.440.140.752.508.002.008.002.500.75-0.3
36、4-0.32-0.240.240.320.29+268.37180.3084.854.550.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+28080.2080.350.150.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+28080.2084.544.340.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+30080.2080.180.020.752.508.002.008.002.500.75-0.34-0.
37、32-0.240.240.320.29路基設(shè)計(jì)表第 5 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K1+30080.2084.013.810.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+32080.2080.020.180.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+32080.2083.473.270.7
38、52.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+326.48080.1079.970.130.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+326.48080.1083.303.200.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+34080.0079.870.130.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+34080.0082.942.940.7
39、52.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+36079.8079.730.070.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+36079.8082.412.610.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+38079.5079.590.090.752.508.002.008.002.500.75-0.34-0.32-0.240.240.320.29+38079.5081.882.380.752.508.0
40、02.008.002.500.75-0.34-0.32-0.240.240.320.29+40079.4079.450.050.752.508.002.008.002.500.75-0.23-0.21-0.160.160.210.19+40079.4081.351.950.752.508.002.008.002.500.75-0.23-0.21-0.160.200.260.24+42079.4079.320.080.752.508.002.008.002.500.75-0.23-0.21-0.160.060.080.06+42079.4080.811.410.752.508.002.008.0
41、02.500.75-0.23-0.21-0.160.070.100.07+44079.3079.200.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.04-0.05-0.07+44079.3080.280.980.752.508.002.008.002.500.75-0.23-0.21-0.16-0.07-0.09-0.11+46079.0079.080.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.14-0.18-0.20+46079.0079.750.750.752.508.002.008.
42、002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+48078.7078.970.270.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+48078.7079.250.550.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+484.59078.6078.950.350.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+484.59078.6079.140.540.752.
43、508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+50078.4078.870.470.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+50078.4078.790.390.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+52078.6078.760.160.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+52078.6078.370.230.
44、752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 6 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K1+54078.7078.650.050.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+54078.7077.990.710.752.508.002.008.002.500.75-0.23-0.
45、21-0.16-0.16-0.21-0.23+56078.6078.550.050.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+56078.6077.650.950.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+58078.8078.440.360.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+58078.8077.351.450.752.508.002.008.002.500.75-0.2
46、3-0.21-0.16-0.16-0.21-0.23+60078.9078.340.560.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+60078.9077.091.810.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+62078.6078.230.370.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+62078.6076.871.730.752.508.002.008.002.500.75
47、-0.23-0.21-0.16-0.16-0.21-0.23+64078.2078.120.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+64078.2076.691.510.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+66078.0078.020.020.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+66078.0076.551.450.752.508.002.008.002.50
48、0.75-0.23-0.21-0.16-0.16-0.21-0.23+68077.9077.910.010.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+68077.9076.451.450.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+70077.7077.800.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+70077.7076.391.310.752.508.002.008.00
49、2.500.75-0.23-0.21-0.16-0.16-0.21-0.23+72077.6077.700.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+72077.6076.371.230.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+74077.5077.590.090.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+74077.5076.391.110.752.508.002.00
50、8.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+76077.5077.490.010.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+76077.5076.441.060.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+78077.4077.380.020.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+78077.4076.490.910.752.508.00
51、2.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+80077.4077.270.130.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 7 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1K1+80077.4076.550.850.752.508.002.008.002.500.75-0.23-0.21-0.16-0.
52、16-0.21-0.23+82077.2077.170.030.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+82077.2076.600.600.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+84077.0077.060.060.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+84077.0076.650.350.752.508.002.008.002.500.75-0.23-0.21-0.1
53、6-0.16-0.21-0.23+86076.8076.960.160.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+86076.8076.700.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+88076.5076.850.350.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+88076.5076.750.250.752.508.002.008.002.500.75-0.23-0.21
54、-0.16-0.16-0.21-0.23+90076.5076.740.240.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+90076.5076.810.310.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+92076.4076.640.240.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+92076.4076.860.460.752.508.002.008.002.500.75-0.23-
55、0.21-0.16-0.16-0.21-0.23+94076.5076.530.030.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+94076.5076.910.410.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+96076.5076.420.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+96076.5076.960.460.752.508.002.008.002.500.75-0
56、.23-0.21-0.16-0.16-0.21-0.23+98076.4076.320.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+98076.4077.010.610.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23K2+00076.4076.210.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+00076.4077.070.670.752.508.002.008.002.50
57、0.75-0.23-0.21-0.16-0.16-0.21-0.23+02076.3076.110.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+02076.3077.120.820.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04076.0076.000.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+04076.0077.171.170.752.508.002.008.00
58、2.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06075.8075.900.100.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+06075.8077.221.420.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23路基設(shè)計(jì)表第 8 頁共 13 頁樁號(hào)平曲線縱坡及豎曲線路 基 寬 度()以 下 各 點(diǎn) 與 設(shè) 計(jì)邊溝坡口、坡腳至中樁 距備注左 側(cè)中分帶右 側(cè)左側(cè)右側(cè)左側(cè)右側(cè)左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2
59、A1K2+08075.5075.810.310.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+08075.5077.271.770.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+10075.5075.740.240.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+10075.5077.331.830.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0
60、.21-0.23+12075.7075.700.000.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+12075.7077.381.680.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+14075.7075.660.040.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.23+14075.7077.431.730.752.508.002.008.002.500.75-0.23-0.21-0.16-0.
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