施工平面测量记录表
工程名称：×××××高速公路工程第×合同段监理单位：×××××监理咨询有限公司
施工单位：×××××集团路桥工程有限公司工 程 名 称A3X254.000测站点号A2X100.000后视点号设 计 值测点桩号及距中桩坐 标方位角距离XY(度分秒)K1+20032.1231.000190°13′10.26″K1+4003.0003.000188°36′31.99″K1+6004.0004.000188°25′07.19″K1+8005.0005.000188°13′36.20″K2+0006.0006.000188°01′58.96″K2+02032.1007.000188°42′40.44″K2+0408.0008.000187°38′25.46″K2+0609.0009.000187°26′29.06″K2+08010.00010.000187°14′26.12″K2+10022.00011.000309°02′09.22″K2+12012.00012.000330°00′45.44″K2+14013.00013.000338°45′30.42″K2+16014.00014.000343°32′44.55″K2+18015.00015.000346°33′57.37″K2+20016.00016.000348°38′41.97″K2+22017.00017.000350°09′48.46″K2+24018.00018.000351°19′15.96″K2+26019.00019.000352°13′58.22″K2+28020.00020.000352°58′10.13″K2+30021.00021.000353°34′37.29″K2+32022.00022.000354°05′11.97″K2+34023.00023.000354°31′12.96″K2+36024.00024.000354°53′37.22″桩号及部位41.000设计方位角159°02′14.35″设计距离100.000实测方位角158°50′27.34″实测距离实 测 值坐 标水平距离方位角XY（m）(度分秒)32.1151.019190°12′52.33″225.4583.0063.017188°36′18.91″253.8514.0074.007188°25′02.68″252.7165.0025.012188°13′26.40″251.5855.9876.015188°01′45.36″250.46832.07.008188°42′31.52″224.4997.9818.007187°38′17.59″248.2228.9939.001187°26′27.23″247.08710.00010.011187°14′16.81″245.96022.01611.014309°02′06.20″233.91412.01512.019330°00′42.″243.71412.913.008338°45′29.47″242.63114.02014.007343°32′44.17″241.49415.01915.015346°33′56.50″240.316.01116.014348°38′41.28″239.29716.99717.010350°09′47.93″238.21418.00818.006351°19′15.74″237.10919.00319.016352°13′57.61″236.02319.98120.017352°58′09.47″234.95820.99821.006353°34′37.09″233.85921.98722.003354°05′11.85″232.723.01323.011354°31′12.68″231.68623.98824.014354°53′36.83″230.639K1+200-k2+3601.9151.934坐 标X-0.0080.0060.0070.002-0.013-0.011-0.019-0.0070.0000.0160.015-0.0110.0200.0190.011-0.0030.0080.003-0.019-0.002-0.0130.013-0.012Y0.0190.0170.0070.0120.0150.0080.0070.0010.0110.0140.0190.0080.0070.0150.0140.0100.0060.0160.0170.0060.0030.0110.014仪器偏 差 值方位角(度分秒)-0°00′18″-0°00′13″-0°00′05″-0°00′10″-0°00′14″-0°00′09″-0°00′08″-0°00′02″-0°00′09″-0°00′03″-0°00′03″-0°00′01″-0°00′00″-0°00′01″-0°00′01″-0°00′01″-0°00′00″-0°00′01″-0°00′01″-0°00′00″-0°00′00″-0°00′00″-0°00′00″水平距离4-9-8-41110186-1-18-1710-20-21-122-9-418212-1411Topcon102NYY水平距离（m）225.454253.860252.723251.5250.458224.490248.204247.081245.961233.932243.731242.621241.514240.410239.309238.212237.118236.028234.940233.857232.777231.700230.627
