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解放路断面高程调整（北侧）桩号路中实测高程北侧7米路面实测高程北侧7米路面的设计高程北侧10.5米路面设计高程积水点北侧10.5米侧石设计高程北侧14.5米的侧石设计高程北侧14.5米路面的设计高程北侧19.5米路面设计高程北侧19.5米米侧石设计高程 0+028.5 73.595 73.458 73.458 73.406 73.62 0+040 73.561 73.372 73.408 73.356 73.59 0+060 73.52 73.305 73.358 73.306 73.55 73.527 73.257 73.332 73.512 0+080 73.501 73.263 73.308 73.256 73.51 73.543 73.273 73.348 73.528 0+100 73.478 73.219 73.258 73.206 积水点 73.47 73.559 73.289 73.364 73.544 0+110 73.567 73.297 73.372 73.552 0+120 73.459 73.272 73.272 73.22 73.47 0+130 73.333 73.408 73.588 0+140 73.41 73.205 73.247 73.195 73.461 73.593 73.323 73.398 73.578 0+160 73.405 73.194 73.222 73.17 积水点 73.449 73.569 73.299 73.374 73.554 0+180 73.436 73.245 73.24 73.188 73.437 73.543 73.275 73.350 73.530 0+200 73.435 73.223 73.23 73.178 73.422 73.524 73.251 73.326 73.506 0+220 73.40 73.21 73.22 73.168 73.41 73.505 73.227 73.302 73.482 0+240 73.348 73.174 73.21 73.158 73.398 73.486 73.203 73.278 73.458 0+260 73.357 73.205 73.20 73.148 73.386 73.466 73.179 73.254 73.434 0+280 73.321 73.168 73.17 73.118 73.366 0+300 73.291 73.12 73.14 73.088 73.336 0+320 73.251 73.107 73.11 73.058 73.306 0+340 73.255 73.086 73.08 73.028 73.276 0+360 73.205 72.983 73.03 72.978 73.246 0+380 73.139 72.956 72.98 72.928 73.206 0+400 73.072 72.931 72.93 72.878 73.166 0+420 73.036 72.86 72.906 72.854 73.126 0+440 73.066 72.888 72.883 72.831 73.091 0+460 73.039 72.856 72.86 72.808 积水点 73.056 解放路断面高程调整（南侧）桩号路中实测高程南侧7米路面实测高程南侧7米路面的设计高程南侧10.5米路面设计高程积水点位置南侧10.5米侧石设计高程南侧15.2米的侧石设计高程南侧15.2米路面的设计高程南侧20.2米路面设计高程南侧20.2米米侧石设计高程 0+028.5 73.595 73.456 73.456 73.403 73.653 73.67 73.38 73.455 73.635 0+040 73.561 73.429 73.43 73.377 73.631 73.657 73.367 73.442 73.622 0+060 73.52 73.357 73.40 73.347 73.604 73.634 73.344 73.419 73.599 0+080 73.501 73.339 73.37 73.317 73.577 73.61 73.32 73.395 73.575 0+100 73.478 73.324 73.34 73.287 73.552 73.586 73.296 73.371 73.551 0+120 73.459 73.277 73.31 73.257 73.527 73.562 73.272 73.347 73.527 0+140 73.41 73.236 73.28 73.227 73.507 73.539 73.249 73.324 73.504 0+160 73.405 73.207 73.25 73.197 积水点 73.487 73.515 73.225 73.300 73.48 0+180 73.436 73.293 73.27 73.217 73.467 73.491 73.201 73.276 73.456 0+200 73.435 73.258 73.248 73.195 73.445 73.467 73.177 73.252 73.432 0+220 73.40 73.228 73.224 73.169 73.423 73.443 73.153 73.228 73.408 0+240 73.348 73.181 73.20 73.147 73.401 73.420 73.13 73.205 73.385 0+260 73.357 73.187 73.176 73.123 73.379 73.396 73.106 73.181 73.361 0+280 73.321 73.122 73.152 73.099 73.357 73.372 73.082 73.157 73.337 0+300 73.291 73.119 73.128 73.075 73.327 73.348 73.058 73.133 73.313 0+320 73.251 73.068 73.104 73.051 73.297 73.324 73.034 73.109 73.289 0+340 73.255 73.105 73.08 73.027 73.267 73.301 73.011 73.086 73.266 0+360 73.205 72.957 73.00 72.947 积水点 73.237 73.277 72.987 73.062 73.242 0+380 73.139 73.077 73.04 72.987 73.197 73.246 72.963 73.038 73.218 0+400 73.072 72.91 72.96 72.907 73.157 73.214 72.939 73.014 73.194 0+420 73.036 72.876 72.88 72.827 73.117 73.182 72.916 72.991 73.171 0+440 73.066 72.873 72.86 72.807 73.077 73.15 72.892 72.967 73.147 0+460 73.039 72.842 72.84 72.787 积水点 73.037 73.118 72.868 72.943 73.123 解放大道横断面高程调整说明 1、本次横断面高程的调整是以南北两侧距路中7米处的实测高程为基础，但为了避免道路高程出现波浪形，在小范围内进行拉坡。 2、表中所示的积水点是无法调整的道路最低点，施工中需在该处增设收水井并与已建的雨水连接，必要时可以在已建的主干管处增设检查井。 3、调查0+060的南北两侧是否有收水井，应在该处的相应位置增设雨水收水井。 4、北侧的非机动车道高程是以实测的电力沟盖板高程为基础进行调整。 5、由于南侧的人行道、非机动车道灰土已经形成，本次调整时适当兼顾了以形成地段的高程。

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