原地面高程复核

工程名称：石狮市中心区四纵二横一景观带改造工程南洋路（共富路~西环路） 施工单位：福建省群溢建筑工程有限公司

左 侧桩号侧石差值设计侧石实测侧石(设计-实高程高程测)原地面实测高程、横坡横坡1.591.711.601.351.451.991.491.511.491.370.001.451.111.181.451.351.701.591.501.391.291.301.251.241.291.231.351.30左19.74419.51219.32119.10518.89318.69118.47218.27518.07217.90117.43717.2617.04716.79616.59716.33316.14215.96915.79515.63215.50215.39115.26615.13915.01814.87414.76中左19.98219.76919.56119.30819.1118.9918.69618.50218.29518.10717.65517.42617.22417.01416.816.58816.38116.19416.00415.82515.69715.57815.45215.33315.20215.07714.955中线沥青路面设计高程20.0519.8319.6219.4119.218.9918.7818.5818.3718.1717.9717.7617.5617.3417.1316.9216.7116.4916.2816.0915.9215.7815.6715.5515.4315.3115.1915.07右 侧原地面实测高程、横坡中右19.9719.74219.52519.31119.11518.8918.68318.48618.2918.11217.8717.65717.42517.21617.02416.80616.59616.37616.15915.99115.81915.68115.58915.44915.32915.20315.08614.966右19.84219.6319.34419.09318.88618.70718.47218.28218.07717.89317.67817.45817.24317.01616.80316.6416.39216.18715.98715.77915.61615.48415.3715.26715.13915.03514.90214.769横坡0.800.701.211.451.531.221.411.361.421.461.281.331.211.331.471.111.361.261.151.411.351.311.461.211.271.121.231.31侧石差值实测侧石设计侧石(设计-实高程高程测)备注K0+040K0+060K0+080K0+100K0+120K0+140K0+160K0+180K0+200K0+220K0+240K0+260K0+280K0+300K0+320K0+340K0+360K0+380K0+400K0+420K0+440K0+460K0+480K0+500K0+520K0+540K0+560K0+580共富路交叉口19.2419.0418.8618.6218.4318.2318.0419.23519.02518.81518.60518.40518.19517.995-0.008-0.011-0.042-0.017-0.027-0.032-0.048车站路口17.3917.1716.9516.7916.5417.38517.16516.95516.74516.535-0.008-0.0010.002-0.045-0.007佳和街路口15.7715.6315.5215.4215.2915.74515.60515.49515.37515.255-0.021-0.029-0.025-0.042-0.034-0.020-0.018-0.026-0.017-0.020-0.027-0.05619.23519.02518.81518.60518.40518.19517.99519.25519.04318.84118.62218.42518.22218.051-0.025-0.0320.009-0.0020.05217.38517.16516.95516.74516.53517.4117.19716.94616.74716.483-0.037-0.047-0.046-0.041-0.03415.74515.60515.49515.37515.25515.78215.65215.54115.41615.289技术负责人： 测量：记录： 计算：

锦田街路口监理：

南洋路（共富路~西环路）原地面高程与设计高程对比测量表

工程名称：石狮市中心区四纵二横一景观带改造工程南洋路（共富路~西环路） 施工单位：福建省群溢建筑工程有限公司

左 侧桩号侧石差值设计侧石实测侧石(设计-实高程高程测)原地面实测高程、横坡横坡1.131.411.251.171.171.261.221.241.211.101.451.551.351.261.311.241.171.241.211.371.310.900.871.331.311.271.25左14.6514.49514.37814.26314.15514.00313.90513.79913.69213.56813.43213.3113.19813.06512.96112.86212.7312.61212.48312.3412.23212.15312.04311.87211.75911.66311.547中左14.81914.70714.56614.43814.33114.19214.08813.98513.87313.73313.6513.54313.413.25413.15813.04812.90612.79812.66412.54612.42912.28812.17312.07211.95611.85311.734中线沥青路面设计高程14.9514.8314.7114.5814.4614.3314.2114.0913.9813.8613.7513.6413.5213.4113.2913.1713.0512.9312.8112.6912.5712.4512.3312.2112.0911.8611.78右 侧原地面实测高程、横坡中右14.83414.71214.57614.43314.34114.21514.09213.9713.88913.74713.64313.5213.39513.24313.14313.04512.93512.77912.66312.5612.42412.28312.15312.05711.94311.84911.71右14.65714.5314.38414.28214.12413.98213.86613.77513.67113.57813.47913.37913.23613.07312.95512.82812.71312.58712.44712.32112.21112.12212.00211.84311.73311.62611.495横坡1.181.211.281.011.451.551.511.301.451.131.090.941.061.131.251.451.481.281.441.591.421.071.011.431.401.491.43侧石差值实测侧石设计侧石(设计-实高程高程测)备注锦田街路口K0+600K0+620K0+640K0+660K0+680K0+700K0+720K0+740K0+760K0+780K0+800K0+820K0+840K0+860K0+880K0+900K0+920K0+940K0+960K0+980K1+000K1+020K1+040K1+060K1+080K1+100K1+120K1+140-0.008-0.020.002-0.02-0.034-0.03714.40514.28514.15514.03513.91513.80514.41314.30514.15314.05513.94913.84214.4314.2714.1314.0213.9313.8214.40514.28514.15514.03513.91513.805-0.0270.0110.0230.019-0.010-0.016百灵街路口0.020.004-0.017-0.005-0.0070.0020.02513.23513.11512.99512.87512.75512.63512.51513.21513.11113.01212.8812.76212.63312.4913.2213.1112.9812.8612.7412.6012.4713.23513.11512.99512.87512.75512.63512.5150.0120.0100.0170.0120.0180.0380.044凤仪街路口0.006-0.128-0.09211.91511.68511.60511.90911.81311.69711.8811.7811.6511.91511.68511.6050.032-0.091-0.040监理：

技术负责人： 测量：记录： 计算：

南洋路（共富路~西环路）原地面高程与设计高程对比测量表

工程名称：石狮市中心区四纵二横一景观带改造工程南洋路（共富路~西环路） 施工单位：福建省群溢建筑工程有限公司

左 侧桩号侧石差值设计侧石实测侧石(设计-实高程高程测)-0.0380.0080.0020.0280.0310.0520.0950.1110.0330.018-0.032-0.04-0.12211.56511.55511.57511.63511.69511.76511.83511.88511.90511.88511.82511.75511.68511.60311.54711.57311.60711.66411.71311.7411.77411.87211.86711.85711.79511.807原地面实测高程、横坡横坡1.211.371.191.351.291.301.531.691.471.761.611.391.09左11.45311.39711.42311.45711.51411.56311.5911.62411.72211.71711.70711.64511.657中左11.63511.60311.60111.6611.70711.75811.81911.87711.94311.98111.94811.85411.82中线沥青路面设计高程11.7411.7311.7511.8111.8711.9412.0112.0612.0812.061211.9311.86右 侧原地面实测高程、横坡中右11.61511.5711.56711.6311.64911.75511.81811.8711.93311.98411.94311.85411.805右11.41411.3611.3611.43811.48311.56311.60511.66411.71111.73411.69311.65511.601横坡1.341.401.381.281.111.281.421.371.481.671.671.331.36侧石差值实测侧石设计侧石(设计-实高程高程测)11.5611.5111.5111.5911.6311.7111.7611.8111.8611.8811.8411.8111.7511.56511.55511.57511.63511.69511.76511.83511.88511.90511.88511.82511.75511.6850.0010.0450.0650.0470.0620.0520.0800.0710.0440.001-0.018-0.050-0.066备注K1+160K1+180K1+200K1+220K1+240K1+260K1+280K1+300K1+320K1+340K1+360K1+380K1+400技术负责人： 测量：记录： 计算：监理：