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1、路基設(shè)計(jì)表第1頁(yè)共5頁(yè)樁號(hào)平曲線變坡點(diǎn)高程樁號(hào)及縱坡坡度坡長(zhǎng)豎曲線設(shè)計(jì)高程填挖高度（米）路基寬度（米）路基邊緣及中樁與設(shè)計(jì)高之高差（米）施工時(shí)中樁高度邊坡（1：m）護(hù)坡道邊溝坡口坡腳至中樁距離備注寬度坡度溝底縱坡形狀底寬（m）溝深（m）內(nèi)坡1：m填挖左右左中右填挖左右左右左右左右左右12346789101112131415161718192021222324252627282930K23500721.6316.7516.750.3350
2、0.3351.51.52.072.07梯形0.60.61.5K23550715.6716.7516.750.33500.3351.51.52.072.07梯形0.60.61.5K2360069.913.8516.7516.750.33500.3351.51.52.072.07梯形0.60.61.5K2365068.911.116.7516.750.33500.3351.51.52.072.07梯形0.60.61.5K2370067.75
3、3.7516.7516.750.33500.3351.51.52.072.07梯形0.60.61.5K2375066.711.916.7516.750.33500.3351.51.52.072.07梯形0.60.61.5ZH757.8766.66.616.7516.750.2800.281.51.52.072.07梯形0.60.61.5K237752.07%66.359.0516.7516.750.3100.311.51.52.072.
4、07梯形0.60.61.5K2380053065.7211.9416.7516.750.3500.351.51.52.072.07梯形0.60.61.5K2382565.191.4416.7516.750.400.41.51.52.072.07梯形0.60.61.5K2385064.635.2916.7516.750.4400.441.51.52.072.07梯形0.60.61.5K2387564.27.416.7516.750.490
5、0.491.51.52.072.07梯形0.60.61.5K2390063.89.5316.7516.750.5400.541.51.52.072.07梯形0.60.61.5K2392563.457.6816.7516.750.5800.581.51.52.072.07梯形0.60.61.5K2395063616.7516.750.6300.631.51.52.072.07梯形0.60.61.5K23975左JD1凹62.7210.78
6、16.7516.750.6700.671.51.52.072.07梯形0.60.61.5K24000R75068.7R1600061.912.116.7516.750.7200.721.51.52.072.07梯形0.60.61.5K2425LS300T172.861.99.0616.7516.750.7600.761.51.52.072.07梯形0.60.61.5K245030E0.93625.6716.7516.750.8100.8
7、11.51.50.90.9梯形0.60.61.5HY57.8762.214.5616.7516.750.8300.831.51.50.90.9梯形0.60.61.5K247562.130.4516.7516.750.8300.831.51.50.90.9梯形0.60.61.5K2410062.433.6816.7516.750.8300.831.51.50.90.9梯形0.60.61.5K2412562.55.0716.7516.750
8、.8300.831.51.50.90.9梯形0.60.61.5K2415062.716.5116.7516.750.8300.831.51.50.90.9梯形0.60.61.5K2417562.818.3416.7516.750.8300.831.51.50.90.9梯形0.60.61.5K242006310.516.7516.750.8300.831.51.50.90.9梯形0.60.61.5K242250.90%64.722.471
9、6.7516.750.8300.831.51.50.90.9梯形0.60.61.5K2425052062.5110.1116.7516.750.8300.831.51.50.90.9梯形0.60.61.5K2427562.611.716.7516.750.8300.831.51.50.90.9梯形0.60.61.5編制：復(fù)核：路基設(shè)計(jì)表第3頁(yè)共5頁(yè)樁號(hào)平曲線變坡點(diǎn)高程樁號(hào)及縱坡坡度坡長(zhǎng)豎曲線設(shè)計(jì)高程填挖高度（米）路基寬度（米）路基邊緣及
10、中樁與設(shè)計(jì)高之高差（米）施工時(shí)中樁高度邊坡（1：m）護(hù)坡道邊溝坡口坡腳至中樁距離備注寬度坡度溝底縱坡形狀底寬（m）溝深（m）內(nèi)坡1：m填挖左右左中右填挖左右左右左右左右左右12346789101112131415161718192021222324252627282930K2510052.73.216.7516.750.33500.3351.51.52.472.47梯形0.60.61.5K25150凹51.652.1516.7516.7
11、50.33500.3351.51.52.472.47梯形0.60.61.5K25200R1600050.851.3516.7516.750.33500.3351.51.52.472.47梯形0.60.61.5K2525049.5T250.450.190.6916.7516.750.33500.3351.51.52.472.47梯形0.60.61.5K25300E1.9649.590.0916.7516.750.33500.3351.51
12、.50.660.66梯形0.60.61.5K2535028049.5016.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K2540049.470.0316.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K2545049.520.0216.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K2550049.670.1716
13、.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K2555049.80.316.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K25600500.516.7516.750.33500.3351.51.50.660.66梯形0.60.61.5K2565050.310.8116.7516.750.33500.3351.51.50.660.66梯形0.60.61.
14、5K257000.66%50.571.0716.7516.750.33500.3351.51.50.660.66梯形0.60.61.5ZH710.2760050.81.316.7516.750.3400.341.51.50.660.66梯形0.60.61.5K2572550.91.416.7516.750.3800.381.51.50.660.66梯形0.60.61.5K25750511.516.7516.750.4600.461.51
15、.50.660.66梯形0.60.61.5K2577551.21.716.7516.750.5400.541.51.50.660.66梯形0.60.61.5K2580051.311.8116.7516.750.6100.611.51.50.660.66梯形0.60.61.5K2582551.421.9216.7516.750.6900.691.51.50.660.66梯形0.60.61.5K25850凸51.5216.7516.750.
16、7700.771.51.50.660.66梯形0.60.61.5K2587549.5R1600051.592.0916.7516.750.8500.851.51.50.660.66梯形0.60.61.5K25900T11251.622.1216.7516.750.9200.921.51.50.740.74梯形0.60.61.5K25925880E0.3951.512.0116.7516.751011.51.50.740.74梯形0.60
17、.61.5K2595051.251.7516.7516.751.0801.081.51.50.740.74梯形0.60.61.5K2597551.21.716.7516.751.1601.161.51.50.740.74梯形0.60.61.5HY980.2751.191.6916.7516.751.1701.171.51.50.740.74梯形0.60.61.5K2600051.081.5816.7516.751.1701.171.51
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