导线点测量复核记录

导线点测量复核 记录 混凝土 养护记录下载土方回填监理旁站记录免费下载集备记录下载集备记录下载集备记录下载 表施检表2第1页共6页国道G325线马店~博贺新港区茂名市建禾建设工程东莞虎门技术咨询有项目名称施工单位监理单位 合同 劳动合同范本免费下载装修合同范本免费下载租赁合同免费下载房屋买卖合同下载劳务合同范本下载 段1公路等级一级新建一级公路有限公司限公司仪器产地型桩号或部位K0+000~K1+800南方测绘NTS-342R注：记录时注明单位号改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYC2681311384392.283534050.051C129111332911134.41792445.4300.550-300.5343.081-300.5233.077384091.760534053.128ZD1954113954114.4895559.95440.384-39.148438.641-39.131438.635384052.629534491.763D125320292532030.41682630.4116.604-114.23923.363-114.23523.362383938.394534515.125D220239342023935.4191065.91543.210-533.045-104.595-533.024-104.602383405.370534410.523D320050452005046.42115652.3305.884-259.552-161.858-259.540-161.862383145.830534248.661D413605321360533.481680225.86612.658-599.360126.955-599.377126.947382546.493534375.608D524024582402459.42282725.3212.421-140.874-158.988-140.866-158.991382405.627534216.617自检监理计算与略 意见 文理分科指导河道管理范围浙江建筑工程概算定额教材专家评审意见党员教师互相批评意见 意见图测量计算复核技术主办项目主管测量日期导线点测量复核记录表施检表2第3页共6页国道G325线马店~博贺新港区新茂名市建禾建设工程有东莞虎门技术咨询有限项目名称施工单位监理单位合同段1公路等级一级建一级公路限公司公司桩号或部位K4+400~K6+300仪器产地型号南方测绘NTS-342R注：记录时注明单位改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标设计坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYA37232460323246052113254.6160.614-136.875-84.036-136.869-84.038379842.766534101.489A38-1125373412537351571030.1370.550-341.533143.744-341.519143.739379501.247534245.228D724221312422132.4219322.59321.769-248.164-204.817-248.152-204.821379253.095534040.407D816005481600549.481993752302.362-284.788-101.582-284.777-101.586378968.318533938.821D91831608183169.48202541.55401.938-370.259-156.405-370.244-156.410378598.074533782.411A4214750351475030.41704432234.567-231.51237.737-231.50337.734378366.571533820.145D102065807206588.481974240.571.949-68.539-21.888-68.536-21.889378298.035533798.256D1118653351865336.42043616.9106.674-96.988-44.414-96.984-44.415378201.051533753.841自检监理计算与意见意见略图测量计算复核技术主办项目主管测量日期导线点测量复核记录表施检表2第2页共6页国道G325线马店~博贺新港区茂名市建禾建设工程有东莞虎门技术咨询有项目名称施工单位监理单位合同段1公路等级一级新建一级公路限公司限公司仪器产地型桩号或部位K1+900~K4+300南方测绘NTS-342R注：记录时注明单位号改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标设计坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYD614355571435558.41922323.8497.038-485.462-106.647-485.443-106.653381920.184534109.964A121742302174233.481864627.2296.749-294.677-35.003-294.666-35.007381625.518534074.957A11-119045311904532.41973159.7285.946-272.662-86.143-272.651-86.147381352.867533988.810A101362906136297.48154017.25278.064-249.962121.815-249.951121.811381102.916534110.621ZD216936281693629.41433736.7282.810-227.710167.719-227.699167.715380875.217534278.336C622458122245813.41883550.2384.158-379.842-57.426-379.827-57.431380495.390534220.905C718400191840020.481923610.6394.622-385.114-86.103-385.099-86.108380110.291534134.797ZD314610371461038.41584649.1140.164-130.66150.732-130.65650.730379979.635534185.527计算自检监理与略意见意见图测量计算复核技术主办项目主管测量日期导线点测量复核记录表施检表2第4页共6页国道G325线马店~博贺新港区新茂名市建禾建设工程有东莞虎门技术咨询有限项目名称施工单位监理单位合同段1~2公路等级一级建一级公路限公司公司桩号或部位K6+400~K8+300仪器产地型号南方测绘NTS-342R注：记录时注明单位改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标设计坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYA4418526451865336.4220033.45168.640-129.090-108.514-129.084-108.516378071.967533645.325A4512828241282825.41683128.9131.953-129.31526.252-129.31026.250377942.657533671.575D122283359228340.482170529.41468.553-373.753-282.579-373.735-282.585377568.922533388.990D131845608184569.482220138.89329.696-244.906-220.727-244.893-220.731377324.029533168.259D1414919461491947.41912126.3266.613-261.392-25.503-261.382-52.506377062.647533115.753D1518615411861542.4197379.21613.690-584.902-185.756-584.879-185.764376477.768532929.989GPS1223122502312251.4249000.32313.827-112.466-292.983-112.454-292.987376365.314532637.002GPS1117914261791427.4249127.8190.892-70.764-177.291-70.757-177.293376294.557532459.709自检监理计算与意见意见略图测量计算复核技术主办项目主管测量日期导线点测量复核记录表施检表2第5页共6页国道G325线马店~博贺新港区新茂名市建禾建设工程有东莞虎门技术咨询有限项目名称施工单位监理单位合同段2公路等级一级建一级公路限公司公司桩号或部位K8+500~K11+300仪器产地型号南方测绘NTS-342R注：记录时注明单位改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标设计坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYA5116648551664856.42350324.27474.584-271.826-389.025-271.808-389.031376022.749532070.678D1615337381533739.4208413.75377.162-330.876-181.031-330.862-181.036375691.887531889.642D1717108451710846.481994950.2502.986-473.159-170.633-473.140-170.639375218.747531719.003D1820142212014222.42213212.7310.637-232.521-205.984-232.509-205.988374986.238531513.015D1919043331904334.42321547.1272.691-166.897-215.652-166.887-215.655374819.351531297.360A5614844221484423.42010010.66385.155-359.566-138.046-359.551-138.051374459.800531159.309D2023126122312613.42522624.1251.854-75.985-240.118-75.975-240.121374383.825530919.188D2112325131232514.41955138.6306.129-294.474-83.665-294.462-83.669374089.363530823.519自检监理计算与意见意见略图测量计算复核技术主办项目主管测量日期导线点测量复核记录表施检表2第6页共6页国道G325线马店~博贺新港区新茂名市建禾建设工程有东莞虎门技术咨询有限项目名称施工单位监理单位合同段2公路等级一级建一级公路限公司公司桩号或部位K11+600~K13+200仪器产地型号南方测绘NTS-342R注：记录时注明单位改正后坐标增量观测角改正后坐标边长坐标增量计算值（m）实测坐标设计坐标导线点编号（m）（左角）角值方位角（m）△X△Y△X△YXYXYD2215559311555932.41715111318.390-315.17745.120-315.16545.116373774.198530880.635D2327239222723923.42643034.5559.520-53.534-556.953-53.513-556.960373720.658530323.675GPS3113839311383932.4223107.04643.096-469.038-439.973-469.014-439.981373251.671529883.694D2414748261474827.41905834.5248.844-244.292-47.380-244.283-47.383373007.388529836.311A641964691964610.42074445373007.388529836.311373007.388529836.311A65已知α168131168.219722方位角闭合差('')=-65坐标闭合差fx(m)=-0.531坐标闭合差fy(m)=0.163方位角闭合差限差已知α22074445207.7458366导线全长闭合差(m)=0.556('')=未知点个数n=42角度改正数('')=1.477导线全长相对闭合差K=1/25553<1/15000自检监理计算与意见意见略图测量计算复核技术主办项目主管测量日期