表 表 01 路基设计表 桩号 平曲线 变坡点高程 竖曲线 地面高程 设计高程 填挖高度（m）
路基宽度(m) 以下各点与设计高程之差（m）
坡脚坡口 备注
桩号及纵坡 左 右 左侧 右侧 至中桩距离 坡度、坡长 填 挖 W1 W2 W2 W1 A1 A2 A2 A1 左 右 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 K0+000 R=∞
946.00 943.00
3.00 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.68 7.24
K0+100
938.00 941.30 3.30
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.52
K0+222.94 JD1
936.50 939.20 2.70
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.36
K0+282.94 L-18°
933.95 938.10 4.15
1.5 3.5 3.5 1.5 -0.0749 -0.0525 0.0525 0.0749 6.72
K0+347.14 (Z)
凹曲线 937.20 937.00
0.20 1.5 3.5 3.5 1.5 -0.0749 -0.0525 0.0525 0.0749 8.02
K0+411.34 R-600 i=-1.7% R=5000 931.80 935.80 4.00
1.5 3.5 3.5 1.5 -0.0749 -0.0525 0.0525 0.0749 7.12
坡脚坡 K0+471.34 Ls-60 L=720 T=67.5 929.80 934.90 5.10
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.48
口至中 K0+500
E=0.46 930.60 934.20 3.60
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.74
桩距离 K0+600
930.80 932.60 1.80
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.88 8.52 中为空 K0+700
930.50
930.30 930.90 0.60
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.00 6.90 白的表 K0+800 R=∞ K0+720
931.00 931.30 0.30
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.38 5.56 示此横 K0+900
931.20 932.40 1.20
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.96 7.94 断面左 K1+000
931.70 933.30 1.60
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00 9.52 或右为 K1+148.94 JD2 L-
935.20 934.30
0.90 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00 8.00 路肩挡 K1+208.94 18°(Y)
935.80 934.90
0.90 1.5 3.5 3.5 1.5 -0.0749 -0.0525 0.0525 0.0749 9.76 6.38 土墙 K1+337.34 R-600 i=1.0%
937.90 936.30
1.60 1.5 3.5 3.5 1.5 -0.0749 -0.0525 0.0525 0.0749 8.00 6.90
K1+397.34 Ls-60 L=1100
937.90 937.00
0.90 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.92 6.32
K1+500
940.30 938.50
1.80 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.12 7.00
K1+600
凹曲线 941.80 939.60
2.20 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.24 6.68
K1+700
942.00 R=5000 944.50 940.60
3.90 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00 6.40
K1+800
K1+820 T=15.0 941.00 941.80 0.80
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00
K1+900
E=0.02 942.70 943.35 0.65
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.72 6.38
K2+000 R=∞
943.80 944.90 1.10
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.98 9.38 K0+80至 K2+100
944.60 946.40 1.80
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.48 8.48 K0+540 K2+200
949.00 948.00
1.00 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.20 6.10 K1+780至 K2+300
951.00 949.60
1.40 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.64 6.38 K1+820 K2+400
i=1.6%
957.20 951.15
6.05 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.96 7.70 K3+380至 K2+500
L=940 凸曲线 957.40 952.70
4.70 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.64 8.16 K3+390 K2+600
R=3000 960.00 954.20
5.80 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.92 8.42 K3+490至 K2+700
956.80 T=88.5 959.80 955.80
4.00 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.92 7.28 K3+620 K2+859.21 JD3 L- K2+760 E=1.31 955.60 955.00
0.60 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.72 6.04 K3+770至 K2+909.21 28°(Y)
955.80 952.40
3.40 1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 8.64 7.80 K3+790 K2+981.90 R-400 i=-4.3% 凹曲线 945.15 950.15 5.00
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750
K3+990至 K3+54.59 Ls-50 L=180 R=2000 947.70 950.10 2.40
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 8.52 8.58 K4+10
K3+104.59
944.00 T=70.0 952.40 951.60
0.80 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.60 6.48 设右路肩 K3+200 R=∞ K2+920 E=1.23 956.80 953.90
2.90 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.60 7.48 挡土墙 K3+277.93
956.00 956.10 0.10
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.96 8.00
K3+327.93 JD4 L- i=2.7% 凸曲线 956.00 957.20 1.20
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 5.40 8.28
K3+386.67 24°(Z) L=340 R=5000 956.00 958.40 2.40
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 6.68
K3+445.40 R-400 957.80 T=55.0 956.80 958.65 1.85
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 6.66 9.68 K2+970至 K3+495.40 Ls-50 K3+280 E=0.30 957.00 959.00 2.00
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 5.80
K2+990 K3+600 R=∞
955.80 959.50 3.70
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 9.20
设左右路 K3+727.62
959.80 960.00 0.20
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.08 6.00 肩挡土墙 K3+777.62 JD5 L-
956.00 960.20 4.20
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 9.96
K3+815.42 18°(Y) i=0.5% 凸曲线 957.40 960.40 3.00
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 9.24 9.56
K3+853.22 R-400 L=540 R=5000 958.60 960.60 2.00
1.5 3.5 3.5 1.5 -0.1750 -0.1225 0.1225 0.1750 6.88 8.68
K3+903.22 Ls-50 963.00 T=30.0 962.00 960.70
1.30 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.00 6.44
K4+000
K3+820 E=0.09 960.00 960.40 0.40
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00
K4+100
956.40 959.50 3.10
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 8.6 9.92
K4+200 R=∞ i=-0.7%
957.80 958.80 1.00
1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 7.82 7.4
K4+300
l=520
960.00 958.10
1.90 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 10.00 7.04
K4+400
956.20 957.30
1.10 1.5 3.5 3.5 1.5 -0.0974 -0.0524 -0.0524 -0.0974 6.10 7.10
表 表 02 土石方数量计算表 桩号 横断面 距离 挖方分类及数量（ m ³ ）
填方数量（ m³ ）
利用方数量及调配（m³）
备注 面积 总数量 土 石 （㎡）
本桩利用 填缺 挖余 远运利用纵 挖方 填方 数量 数量 总数量 土 石 土 石 土 石 土 石 向调配示意 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 K0+000 43.55
K0+100
33.58 100.00
2177.50
1679.00
K0+222.94
24.56 122.94
3573.87
K0+282.94
37.85 60.00
1872.30
K0+347.14 8.95 6.45 64.20
287.30
1422.03
K0+411.34
44.65 64.20
287.30
1640.31
K0+471.34
54.95 60.00
2988.00
K0+500
39.45 28.66
1352.75
K0+600
22.25 100.00
3085.00
K0+700 6.95 4.85 100.00
347.50
1355.00
K0+800
2.25 100.00
347.50
355.00
K0+900
15.25 100.00
875.00
K1+000 8.95 15.85 100.00
447.50
1555.00
K1+148.94 31.45 2.45 148.94
3008.59
1362.80
K1+208.94 21.65
60.00
1593.00
73.50
K1+337.34 28.75
128.40
3235.68
K1+397.34 17.95
60.00
1401.00
K1+500 23.85
102.66
2145.59
K1+600 39.55
100.00
3170.00
K1+700 70.15
100.00
5485.00
K1+800 11.25 10.05 100.00
4070.00
502.50
K1+900
7.45 100.00
562.50
437.50
K2+000
10.55 100.00
900.00
K2+100
25.15 100.00
1785.00
K2+200 12.95
100.00
647.50
1257.50
K2+300 27.85
100.00
2040.00
K2+400 87.75
100.00
5780.00
K2+500 71.85
100.00
7980.00
K2+600 91.25
100.00
8155.00
K2+700 55.45
100.00
7335.00
K2+859.21 7.95
159.21
688.31
K2+909.21 49.55
50.00
1437.50
K2+981.90
43.45 72.69
1800.89
1579.19
K3+54.59
30.45 72.69
2685.90
K3+104.59 11.85
50.00
296.25
761.25
K3+200 44.75
95.41
2700.10
K3+277.93 3.75 4.65 77.93
1889.80
181.19
K3+327.93
12.25 50.00
93.75
211.25
K3+386.67
22.75 58.74
1027.95
K3+445.40
26.85 58.74
1456.75
K3+495.40
17.45 50.00
1107.50
K3+600
43.25 104.60
3174.61
K3+727.62 0.65 1.45 127.62
41.48
2852.31
K3+777.62
47.25 50.00
16.25
1217.50
K3+815.42
43.25 37.80
1710.45
K3+853.22
21.45 37.80
1222.83
K3+903.22 20.15 0.65 50.00
503.75
552.50
K4+000 26.45 12.45 96.78
2255.00
633.91
K4+100
42.35 100.00
1322.50
2740.00
K4+200 6.15 8.45 100.00
307.50
2540.00
K4+300 40.35
100.00
2325.00
422.50
K4+400 0.65 8.75 100.00
2050.00
437.50
合计 78231.54
54587.15
表 表 03 逐桩坐标表 桩号 坐标 方位角 桩号 坐标 方位角 X Y X Y K0+0 64800.000
78473.600
83.500
K2+160 66938.642
77942.016
83.500
K0+20 64819.899
78471.591
83.500
K2+180 66958.501
77939.648
83.500
K0+40 64839.798
78469.582
83.500
K2+200 66978.360
77937.280
83.500
K0+60 64859.697
78467.573
83.500
K2+220 66998.219
77934.912
83.500
K0+80 64879.596
78465.564
83.500
K2+240 67018.078
77932.544
83.500
K0+100 64899.495
78463.555
83.500
K2+260 67037.937
77930.176
83.500
K0+120 64919.394
78461.546
83.500
K2+280 67057.796
77927.808
83.500
K0+140 64939.293
78459.537
83.500
K2+300 67077.655
77925.440
83.500
K0+160 64959.192
78457.528
83.500
K2+320 67097.514
77923.072
83.500
K0+180 64979.091
78455.519
83.500
K2+340 67117.373
77920.704
83.500
K0+200 64998.990
78453.510
83.500
K2+360 67137.232
77918.336
83.500
K0+220 65018.889
78451.501
83.500
K2+380 67157.091
77915.968
83.500
K0+222.94 65026.450
78446.095
81.979
K2+400 67176.950
77913.600
83.500
K0+240 65058.687
78447.483
80.458
K2+420 67196.809
77911.232
83.500
K0+260 65078.586
78445.474
78.937
K2+440 67216.668
77908.864
83.500
K0+282.94 65098.485
78443.465
77.416
K2+460 67236.527
77906.496
83.500
K0+300 65104.485
78435.000
75.895
K2+480 67256.386
77904.128
83.500
K0+320 65123.485
78431.050
74.374
K2+500 67276.245
77901.760
83.500
K0+340 65141.458
78426.100
72.853
K2+520 67296.104
77899.392
83.500
K0+360 65165.880
78406.500
71.332
K2+540 67315.963
77897.024
83.500
K0+380 65185.699
78404.491
69.811
K2+560 67335.822
77894.656
83.500
K0+411.34 65209.140
78402.348
68.290
K2+580 67355.681
77892.288
83.500
K0+420 65229.054
78397.240
66.769
K2+600 67375.540
77889.920
83.500
K0+440 65247.640
78389.260
65.248
K2+620 67395.399
77887.552
83.500
K0+471.34 65265.600
78384.400
63.727
K2+640 67415.258
77885.184
83.500
K0+480 65287.000
78353.000
62.200
K2+660 67435.117
77882.816
83.500
K0+500 65305.450
78345.281
62.200
K2+680 67454.976
77880.448
83.500
K0+520 65323.900
78337.562
62.200
K2+700 67474.835
77878.080
83.500
K0+540 65342.350
78329.843
62.200
K2+720 67494.694
77875.712
83.500
K0+560 65360.800
78322.124
62.200
K2+740 67514.553
77873.344
83.500
K0+580 65379.250
78314.405
62.200
K2+760 67534.412
77870.976
83.500
K0+600 65397.700
78306.686
62.200
K2+780 67554.271
77868.608
83.500
K0+620 65416.150
78298.967
62.200
K2+800 67574.130
77866.240
83.500
K0+640 65434.600
78291.248
62.200
K2+820 67593.989
77863.872
83.500
K0+660 65453.050
78283.529
62.200
K2+840 67613.848
77861.504
83.500
K0+680 65471.500
78275.810
62.200
K2+859.21 67633.707
77859.136
85.636
K0+700 65489.950
78268.091
62.200
K2+880 67653.566
77856.768
87.772
K0+720 65508.400
78260.372
62.200
K2+909.21 67673.425
77854.400
89.908
K0+740 65526.850
78252.653
62.200
K2+920 67693.284
77858.430
92.044
K0+760 65545.300
78244.934
62.200
K2+940 67713.143
77862.460
94.180
K0+780 65563.750
78237.215
62.200
K2+960 67733.002
77866.490
96.316
K0+800 65582.200
78229.496
62.200
K2+980 67752.861
77870.520
98.452
K0+820 65600.650
78221.777
62.200
K3+0 67772.720
77874.550
100.588
K0+840 65619.100
78214.058
62.200
K3+20 67792.579
77878.580
102.724
K0+860 65637.550
78206.339
62.200
K3+40 67812.438
77882.610
104.860
K0+880 65656.000
78198.620
62.200
K3+54.59 67832.297
77886.640
106.996
K0+900 65674.450
78190.901
62.200
K3+80 67852.156
77890.670
109.132
K0+920 65692.900
78183.182
62.200
K3+104.59 67872.015
77894.700
111.268
K0+940 65711.350
78175.463
62.200
K3+120 67891.874
77898.730
113.400
K0+960 65729.800
78167.744
62.200
K3+140 67911.733
77902.760
113.400
K0+980 65748.250
78160.025
62.200
K3+160 67931.592
77906.790
113.400
K1+0 65766.700
78152.306
62.200
K3+180 67951.451
77910.820
113.400
K1+20 65785.150
78144.587
62.200
K3+200 67971.310
77914.850
113.400
K1+40 65803.600
78136.868
62.200
K3+220 67991.169
77918.880
113.400
K1+60 65822.050
78129.149
62.200
K3+240 68011.028
77922.910
113.400
K1+80 65840.500
78121.430
62.200
K3+260 68030.887
77926.940
113.400
K1+100 65858.950
78113.711
62.200
K3+277.93 68050.746
77930.970
111.325
K1+120 65877.400
78105.992
62.200
K3+300 68070.605
77935.000
109.250
K1+148.94 65891.000
78104.000
63.620
K3+327.93 68090.464
77933.950
107.175
K1+160 65938.000
78085.000
65.040
K3+340 68110.323
77932.900
105.100
K1+180 65956.450
78077.228
66.460
K3+360 68130.182
77931.850
103.025
K1+208.94 65948.950
78067.168
67.880
K3+380 68150.041
77930.800
100.950
K1+220 65998.000
78063.000
69.300
K3+400 68169.900
77929.750
98.875
K1+240 66018.540
78057.600
70.720
K3+420 68189.759
77928.700
96.800
K1+260 66039.080
78052.200
72.140
K3+445.40 68209.618
77927.650
94.725
K1+280 66059.620
78046.800
73.560
K3+460 68229.477
77926.600
92.650
K1+300 66080.160
78041.400
74.980
K3+495.40 68249.336
77925.550
90.575
K1+320 66100.700
78036.000
76.400
K3+500 68269.195
77924.500
88.500
K1+337.34 66121.240
78030.600
77.820
K3+520 68289.054
77923.450
88.500
K1+340 66141.780
78025.200
79.240
K3+540 68308.913
77922.400
88.500
K1+360 66162.320
78019.800
80.660
K3+560 68328.772
77921.350
88.500
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