放线测量复核记录表格文件下载.xls

1、市政基础设施工程放放线线测测量量复复核核记记录录工程名称中山市岐江河水环境综合整治工程（雨污分流）一期工程马恒河南片区市政污水管工程承包单位中山公用工程有限公司单位工程名称开（挖）槽施工的管道工程分包单位测点范围茶亭路测点或桩号原测坐标复测坐标计算距离计算角度（。#）计算水平度盘读数（。#）距离读数（m）竖盘读数（。#）XYXY（m）现状污水检查井2485825.148498028.5522485825.146498028.548 123.8442782259.3 2835458.6WB1-42485818.479498040.8862485818.473498040.881110.32427

2、63341.7 282540.9WB1-32485814.115498066.5172485814.112498066.51584.3552771839.5 2825038.8WB1-22485810.67498092.2892485810.672498092.28758.5102793757.9 285957.1WB1-12485807.961498120.1582485807.959498120.15531.2542881415.5 2934614.7WB12485804.909498135.8662485804.901498135.85916.0443005844.1 3063043.4

3、WB22485778.997498133.7292485778.994498133.72322.22221722.47222341.73WB32485743.107498130.9092485743.101498130.90455.2211931942.1 1985141.3WB42485713.209498128.4432485713.205498128.44884.6291882129.8 1935329.1WB52485675.346498125.2632485675.347498125.269122.2961853240.6 191439.8WB62485643.459498122.5

4、732485643.449498122.563 154.1451841454.3 1894653.5WB72485615.538498120.4762485615.535498120.472182.0361832420.8 1885620.1计算数据测站点坐标 X=2485795.363Y=498148.761对点观测数据斜距离 D=略图后视点坐标 X=2485639.065Y=498133.62竖直度盘 Q=距 离 AB=157.0297实测水平距离 AB=157.0296水平度盘 a=53159.2测量：#计算：#复核：#项目技术负责人：#计算数据对点观测数据略图市政施-6第 页,共 页仪

5、器型号NTS-312B标定编号CYQ201302196实测距离（m）实测水平度盘读数 （。#）实测角度（。#）123.8472835453.8 2782254.5110.328282528.02763328.884.3562825030.6 2771831.358.512285102.13 279382.8731.2562934554.7 2881355.416.0453062827.2 3005627.922.2282223423.9 217224.655.2291985151.8 1931952.584.6321935314.9 1882115.6122.294191430.2185323

6、1.0154.156189474.48 184155.22182.0391885624.0 1832424.7测量日期：#市政基础设施工程放放线线测测量量复复核核记记录录工程名称中山市岐江河水环境综合整治工程（雨污分流）一期工程马恒河南片区市政污水管工程承包单位中山公用工程有限公司单位工程名称开（挖）槽施工的管道工程分包单位测点范围茶亭路测点或桩号原测坐标复测坐标计算距离计算角度（。#）计算水平度盘读数（。#）距离读数（m）竖盘读数（。#）XYXY（m）现状污水检查井2484809.097498170.0442484809.091498170.04339.539-19183.743362910

7、.0WC12484797.211498177.4422484797.205498177.43725.770-144525.81 341147.9WC22484781.585498187.1682484781.581498187.1658.847-34710.7384613.0WC32484761.617498188.2882484761.616498188.28211.492-1881135.5 1673538.2WC42484725.774498191.6512484725.768498191.64747.427-182512.12 1725611.6WC52484689.931498195

8、.0142484689.925498195.01383.418-182656.12 1734017.6WC62484654.089498198.3762484654.092498198.377119.414-1814923.7 1735750.0WC72484618.246498201.7392484618.249498201.736155.413-181400.05 174713.7WC82484582.404498205.1022484582.411498205.108191.411-1813339.3 174135.27WC92484546.561498208.4652484546.55

9、4498208.468227.410-181308.17 174175.61计算数据测站点坐标 X=2484772.841Y=498185.819对点观测数据斜距离 D=略图后视点坐标 X=2484559.946Y=498201.501竖直度盘 Q=距 离 AB=213.4718实测水平距离 AB=213.4712水平度盘 a=3554713.7测量：#计算：#复核：#项目技术负责人：#对点观测数据市政施-6第 页,共 页仪器型号NTS-312B标定编号CYQ201302196实测距离（m）实测水平度盘读数 （。#）实测角度（。#）39.5343362852.7-191821.0225.766341054.4-144619.318.84384518.1-347155.6711.4921673727.2-188946.5547.4321725632.1-1825041.683.4241734021.7-182652.06119.4111735747.7-1814926155.409174717.2-1813956.5191.4041741258.0-1813415.7227.418174173.54-1813010.2测量日期：#