2024年5月30日发(作者：寻梓楠)
第1页共14页
路基逐桩设计标高、宽度
桩号
K122+200
K122+210
K122+220
K122+230
K122+240
K122+250
K122+260
K122+270
K122+280
K122+290
K122+300
K122+310
K122+320
K122+330
K122+340
K122+350
K122+360
K122+370
K122+380
K122+384.233
K122+390
K122+400
K122+410
K122+420
K122+430
K122+440
K122+450
K122+460
K122+470
K122+480
K122+490
K122+500
K122+510
K122+520
K122+530
K122+540
K122+550
K122+560
计算：
设计标高
(M)
425.593
425.443
425.293
425.143
424.993
424.843
424.693
424.543
424.393
424.243
424.093
423.943
423.793
423.643
423.493
423.343
423.193
423.043
422.893
422.830
422.743
422.595
422.447
422.301
422.156
422.013
421.870
421.729
421.590
421.451
421.314
421.178
421.043
420.910
420.778
420.647
420.517
420.389
横坡（%）
左
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
右
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
路基宽度（m）
左
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
右
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
备注
复核： 日期：
第2页共14页
路基逐桩设计标高、宽度
桩号
K122+570
K122+580
K122+590
K122+600
K122+610
K122+620
K122+630
K122+640
K122+650
K122+660
K122+670
K122+680
K122+690
K122+700
K122+710
K122+720
K122+730
K122+740
K122+750
K122+760
K122+770
K122+780
K122+790
K122+800
K122+810
K122+820
K122+830
K122+840
K122+850
K122+860
K122+870
K122+880
K122+890
K122+900
K122+910
K122+920
K122+930
K122+940
计算：
设计标高
(M)
420.262
420.136
420.012
419.889
419.767
419.646
419.526
419.408
419.291
419.176
419.061
418.948
418.837
418.726
418.617
418.509
418.402
418.297
418.192
418.089
417.988
417.887
417.788
417.691
417.594
417.499
417.405
417.312
417.220
417.130
417.041
416.953
416.867
416.782
416.698
416.615
416.534
416.454
横坡（%）
左
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
右
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
路基宽度（m）
左
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
11.009
11.657
12.500
13.343
13.991
14.250
14.250
14.250
14.250
14.250
14.250
13.703
12.500
11.297
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
右
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
11.297
12.500
13.703
14.250
14.250
14.250
14.250
14.250
14.250
13.991
13.343
12.500
11.657
11.009
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
备注
复核： 日期：
2024年5月30日发(作者：寻梓楠)
第1页共14页
路基逐桩设计标高、宽度
桩号
K122+200
K122+210
K122+220
K122+230
K122+240
K122+250
K122+260
K122+270
K122+280
K122+290
K122+300
K122+310
K122+320
K122+330
K122+340
K122+350
K122+360
K122+370
K122+380
K122+384.233
K122+390
K122+400
K122+410
K122+420
K122+430
K122+440
K122+450
K122+460
K122+470
K122+480
K122+490
K122+500
K122+510
K122+520
K122+530
K122+540
K122+550
K122+560
计算：
设计标高
(M)
425.593
425.443
425.293
425.143
424.993
424.843
424.693
424.543
424.393
424.243
424.093
423.943
423.793
423.643
423.493
423.343
423.193
423.043
422.893
422.830
422.743
422.595
422.447
422.301
422.156
422.013
421.870
421.729
421.590
421.451
421.314
421.178
421.043
420.910
420.778
420.647
420.517
420.389
横坡（%）
左
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
右
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
路基宽度（m）
左
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
右
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
备注
复核： 日期：
第2页共14页
路基逐桩设计标高、宽度
桩号
K122+570
K122+580
K122+590
K122+600
K122+610
K122+620
K122+630
K122+640
K122+650
K122+660
K122+670
K122+680
K122+690
K122+700
K122+710
K122+720
K122+730
K122+740
K122+750
K122+760
K122+770
K122+780
K122+790
K122+800
K122+810
K122+820
K122+830
K122+840
K122+850
K122+860
K122+870
K122+880
K122+890
K122+900
K122+910
K122+920
K122+930
K122+940
计算：
设计标高
(M)
420.262
420.136
420.012
419.889
419.767
419.646
419.526
419.408
419.291
419.176
419.061
418.948
418.837
418.726
418.617
418.509
418.402
418.297
418.192
418.089
417.988
417.887
417.788
417.691
417.594
417.499
417.405
417.312
417.220
417.130
417.041
416.953
416.867
416.782
416.698
416.615
416.534
416.454
横坡（%）
左
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
右
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
-2.00
路基宽度（m）
左
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
11.009
11.657
12.500
13.343
13.991
14.250
14.250
14.250
14.250
14.250
14.250
13.703
12.500
11.297
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
右
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
11.297
12.500
13.703
14.250
14.250
14.250
14.250
14.250
14.250
13.991
13.343
12.500
11.657
11.009
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
10.750
备注
复核： 日期：