文化大道现场实测标高土方统计1.doc

文化大道现场实测标高土方统计桩号路面设计标高（m）换算土基标高（m）实测标高（m）施工范围挖方（m3）填方（m3）K0+012.158656.255655.025北656.916中南657.38中南侧8m标高为657.38，中南侧8m外需回填土方，标高650.12370.09274.68K0+020656.158654.928北656.676中南656.972中南侧8m内标高656.972，中南侧8m外需回填土方，标高650.23846.64657.72K0+040655.996654.766北655.791中南657.124高方土：中北10m，中南侧9m；标高657.124，中南侧9m外需回填土方，标高650.74998.54389.52K0+060655.834654.604北655.049中南656.362高方土：中北11m，中南侧10m；标高656.362，中南侧10m外需回填土方，标高650.86773.96374.4K0+080655.672654.442655.803高方土：中北16.5m，中南侧10m；标高655.803，中南侧10m外需回填土方，标高651.68721.33276.2K0+100655.51654.28656.461高方土：中北20m，中南侧10m；标高656.461，中南侧10m外需回填土方，标高651.751308.6253K0+120655.348654.118656.241高方土：中北25m，中南侧11m；标高656.241，中南侧11m外需回填土方，标高651.89，高方土堆至K0+131840.7198.03K0+141.3652.68651.45652.278139.10K0+160655.024653.794654.457高方土：中北16m，中南侧25m；标高654.457678.250K0+180654.862653.632北653.276中南654.589高方土：中北15m为平地，标高653.276；中南侧20m，标高654.589327.3113.92K0+200654.728653.498北653.089中南654.108北中南18.5m为平地，标高653.089；南侧堆土宽7.5m，654.108；，中南侧10.5m外需回填土方，标高650.20291.5480.93K0+220654.712653.482653.204均为平地，无堆土，中南侧8m外需回填土方，标高651.040469.76K0+240654.723653.493653.962北侧由5.5m宽，长33m 的低洼段，标高653.233351.7547.19K0+260654.735653.505653.956中南侧7.5m外需回填土方，标高650.86198.44396.75K0+280654.746653.516653.988中南侧10.5m外需回填土方，标高650.94240.72257.6本页小计7886.934089.7测量统计人员： 监理单位： 业主单位：桩号路面设计标高（m）换算土基标高（m）实测标高（m）施工范围挖方（m3）填方（m3）K0+300654.758653.528653.935北南侧28m227.920K0+320654.769653.539653.942225.680K0+340654.786653.556653.892中南侧11.5m外需回填土方，标高651.92171.36130.88K0+360654.845653.615654.565142.50K0+380654.954653.724654.547784.20K0+400655.114653.884654.948638.40K0+420655.322654.092654.899484.20K0+440655.548654.318654.885340.20K0+460655.774654.544654.886205.20K0+480656654.77655.345K0+480K0+580段为池塘段，池塘段中南池塘边26m，需采用塘渣换填，换填方量以实际换填量为准。约7750约11200K0+500656.226654.996655.596K0+520656.452655.222655.969K0+540656.678655.448656.477K0+560656.904655.674655.998K0+580657.13655.9北656.285南658.976中南10m外土石方需挖除，标高658.976500.10K0+600657.356656.126北656.646南661.15中南8.5m土石方需挖除，标高661.15897.520K0+620657.582656.352北656.685南658.083中南有一段宽11m，长19m的土石方需挖除，标高658.083461.680K0+640657.805656.575北656.975中656.621中南10m外为小山坡（长27m、高13.7m）土石方需挖除，2348.60K0+660657.995656.765656.946108.60K0+680658.145656.915657.747K0+690K0+735段南侧为小池水体，需采用塘渣换填2389.21890K0+700658.272657.042657.97556.80K0+720658.399657.169657.9894920K0+740658.525657.295657.972406.20K0+760658.652657.422658.2925220K0+780658.778657.548658.3486600本页小计20312.3613220.88测量统计人员： 监理单位： 业主单位：桩号路面设计标高（m）换算土基标高（m）实测标高（m）施工范围挖方（m3）填方（m3）K0+800658.878657.648658.286K0+810K0+830段北侧有一小池塘，需采用塘渣换填处理1102.8720K0+820658.899657.669658.174303K0+840658.839657.609658.363422.240K0+860658.718657.488658.936810.880K0+880658.593657.363659.132中南11m外有土石方需挖除，标高660.7551191.240K0+900658.468657.238659.3371259.40K0+920658.342657.112659.441396.80K0+940658.217656.987659.5291525.20K0+960658.091656.861659.657K0+960-K1+040中北侧10m外均有土石方需挖除，平均高1.4米左右。K0+965南侧8m外有一水池，尺寸为15m9m，需采用塘渣换填处理，换填范围为2518m2727.6900K0+980657.966656.736659.6261874K1+000657.841656.611658.9241527.8K1+020657.715656.485658.3491258.4K1+040657.614656.384657