[2017年整理]经二东侧路设计标高

桩号 纵坡% 设计标高 路床顶标高 灰土顶 水稳顶老路面K0+450 17.850 17.270 17.450 17.630K0+460 17.862 17.282 17.462 17.642K0+480 17.886 17.306 17.486 17.666K0+500 17.910 17.330 17.510 17.690K0+520 17.934 17.354 17.534 17.714K0+540 17.958 17.378 17.558 17.738K0+560 17.982 17.402 17.582 17.762K0+580 18.006 17.426 17.606 17.786K0+600 18.030 17.450 17.630 17.810K0+620 18.054 17.474 17.654 17.834K0+640 18.078 17.498 17.678 17.858K0+660 18.102 17.522 17.702 17.882K0+680 18.126 17.546 17.726 17.906K0+700 18.150 17.570 17.750 17.930K0+720 18.174 17.594 17.774 17.954K0+740 18.198 17.618 17.798 17.978K0+760 18.222 17.642 17.822 18.002K0+780 18.246 17.666 17.846 18.026纬一路K0+782.58 18.250 17.670 17.850 18.030K0+800 18.317 17.737 17.917 18.097K0+820 18.393 17.813 17.993 18.173K0+840 18.469 17.889 18.069 18.249K0+860 18.545 17.965 18.145 18.325K0+880 18.621 18.041 18.221 18.401K0+900 18.697 18.117 18.297 18.477K0+920 18.773 18.193 18.373 18.553K0+940 18.849 18.269 18.449 18.629K0+960 18.925 18.345 18.525 18.705K0+980 19.001 18.421 18.601 18.781K1+000 19.077 18.497 18.677 18.857K1+020 19.153 18.573 18.753 18.933K1+040 19.229 18.649 18.829 19.009K1+060 19.305 18.725 18.905 19.085纬二路K1+069.934 19.323 18.743 18.923 19.103K1+080 19.228 18.648 18.828 19.008K1+100 19.036 18.456 18.636 18.816经二东侧路设计标高（快车道）桩号 纵坡% 设计标高 路床顶标高 灰土顶 水稳顶K0+000 15.200 14.620 14.800 14.980K0+020 15.260 14.680 14.860 15.040K0+040 15.320 14.740 14.920 15.100K0+060 15.380 14.800 14.980 15.160K0+080 15.440 14.860 15.040 15.220K0+100 15.500 14.920 15.100 15.280K0+120 15.560 14.980 15.160 15.340K0+140 15.620 15.040 15.220 15.400K0+150 15.672 15.092 15.272 15.452K0+160 15.724 15.144 15.324 15.504K0+170 15.776 15.196 15.376 15.556竖曲线 K0+177.706 15.823 15.243 15.423 15.603K0+180 15.840 15.260 15.440 15.620K0+190 15.916 15.336 15.516 15.696K0+200 15.992 15.412 15.592 15.772K0+210 16.068 15.488 15.668 15.848K0+220 16.368 15.788 15.968 16.148K0+240 16.668 16.088 16.268 16.448K0+260 16.968 16.388 16.568 16.748K0+280 17.268 16.688 16.868 17.048直圆点 K0+281.665 17.293 16.713 16.893 17.073K0+300 17.568 16.988 17.168 17.348曲中点 K0+317.097 17.824 17.244 17.424 17.604K0+320 17.868 17.288 17.468 17.648K0+340 18.168 17.588 17.768 17.948圆直点 K0+352.529 18.355 17.775 17.955 18.135K0+360 18.468 17.888 18.068 18.248K0+380 18.768 18.188 18.368 18.548K0+400 19.068 18.488 18.668 18.848K0+420 19.368 18.788 18.968 19.148K0+430 19.478 18.898 19.078 19.258K0+440 19.588 19.008 19.188 19.368支路 K0+445.499 19.625 19.045 19.225 19.405竖曲线 K0+447.772 19.638 19.058 19.238 19.418K0+460 19.676 19.096 19.276 19.456K0+480 19.631 19.051 19.231 19.411K0+500 19.536 18.956 19.136 19.316K0+520 19.441 18.861 19.041 19.221K0+540 19.346 18.766 18.946 19.126K0+560 19.251 18.671 18.851 19.031K0+580 19.156 18.576 18.756 18.936K0+600 19.061 18.481 18.661 18.841K0+620 18.966 18.386 18.566 18.746K0+640 18.871 18.291 18.471 18.651K0+660 18.776 18.196 18.376 18.556K0+680 18.681 18.101 18.281 18.461K0+700 18.587 18.007 18.187 18.367K0+720 18.492 17.912 18.092 18.272K0+740 18.398 17.818 17.998 18.178K0+760 18.303 17.723 17.903 18.083竖曲线0.475经二东侧路设计标高（快车道）0.3竖曲线竖曲线1.5K0+780 18.352 17.772 17.952 18.132竖曲线）支路 K0+782.585 18.245 17.665 17.845 18.025K0+800 18.296 17.716 17.896 18.076K0+820 18.352 17.772 17.952 18.132K0+840 18.436 17.856 18.036 18.216K0+860 18.520 17.940 18.120 18.300K0+880 18.603 18.023 18.203 18.383K0+900 18.687 18.107 18.287 18.467K0+920 18.771 18.191 18.371 18.551K0+940 18.855 18.275 18.455 18.635K0+960 18.939 18.359 18.539 18.719K0+980 19.022 18.442 18.622 18.802K1+000 19.107 18.527 18.707 18.887K1+020 19.192 18.612 18.792 18.972K1+040 19.276 18.696 18.876 19.056K1+060 19.307 18.727 18.907 19.087竖曲线）支路 K1+069.934 19.323 18.743 18.923 19.103K1+080 19.298 18.718 18.898 19.078K1+100 19.095 18.515 18.695 18.875K1+120 18.892 18.312 18.492 18.672K1+140 18.689 18.109 18.289 18.469K1+160 18.487 17.907 18.087 18.267K1+180 18.284 17.704 17.884 18.064K1+200 18.081 17.501 17.681 17.861K1+220 17.878 17.298 17.478 17.658K1+240 17.675 17.095 17.275 17.455K1+260 17.473 16.893 17.073 17.253K1+280 17.270 16.690 16.870 17.050K1+300 17.067 16.487 16.667 16.847K1+320 17.016 16.436 16.616 16.796竖曲线）支路 K1+334.581 16.965 16.385 16.565 16.745K1+340 17.025 16.445 16.625 16.805K1+360 17.225 16.645 16.825 17.005K1+380 17.425 16.845 17.025 17.205K1+400 17.736 17.156 17.336 17.516K1+420 18.048 17.468 17.648 17.828K1+440 18.360 17.780 17.960 18.140K1+460 18.672 18.092 18.272 18.452K1+480 18.984 18.404 18.584 18.764K1+500 19.295 18.715 18.895 19.075K1+520 19.607 19.027 19.207 19.387K1+540 19.919 19.339 19.519 19.699K1+560 20.231 19.651 19.831 20.011K1+580 20.543 19.963 20.143 20.323终点 K1+596.549 20.800 20.220 20.400 20.580竖曲线竖曲线1.5591.014竖曲线0.419桩号 井号 水流方向 管内底标高过路管 YGL1K0+6.066 Y1 13.777K0+035 Y2 13.863K0+065 Y3 13.953K0+095 Y4 14.043K0+125 Y5 14.133K0+155 Y6 14.229K0+177.7 Y7 14.382K0+215 Y8 14.851K0+245 Y9 15.301K0+275 Y10 15.751K0+305 Y11 16.201K0+335 Y12 16.651K0+365 Y13 17.101K0+395 Y14 17.551K0+425 Y15 17.993K0+455 Y16 18.256K0+485 Y17 18.1