施工放样表

序号位置1左12.25米2中3右12.25米左12.25米1中2右12.25米3左12.25米4中5右12.25米6左12.25米7中8右12.25米9左12.25米10中11右12.25米ZHHYQZYHHZ304-05-1429557.294302-15-17300-18-2225616.26225604.22729559.58229561.870公路工程施工放样表桩号范围工程名称施工单位测量部位28865.600后视方位角26032.83043-17-4330309.47830318.35625617.18725628.29642-23-09X坐标放样方位角（前视方位）28863.298280-49-49279-59-4225641.25425629.22028867.902280-49-48置站点Y坐标26041.270后视点25660.03843-17-5426111.73630327.23430391.76526024.38926128.53942-30-40K8+000K8+000K8+00030400.68030409.59626120.138放样距离前视距离940.515281-34-35K7+000280-05-0128966.11428963.82028961.525281-38-5525635.974840.517280.119271.619263.414940.435940.515840.532840.435K7+000891.510891.595771.661771.511771.552891.595K7+880K7+880K7+8801524.335备注桩号K6+300K6+300K6+300K6+400K6+400K6+400K7+000K7+849.568外距曲线要素858.059798.222第一切线长第二切线长曲线总长度圆曲线长度1524.335后视距离计算：测量：复核：监理工程师：197.697主点桩号K7+906.711K6+382.376K6+562.376K7+205.972曲线半径1400Ls1180.000置站点后视点后视距离Ls257.143XJⅢ-04XJⅢ-033133.089序号位置1左12.25米2中3右12.25米左12.25米1中2右12.25米3左12.25米4中5右12.25米6左12.25米7中8右12.25米9左12.25米10中11右12.25米ZHHYQZYHHZ计算：测量：复核：监理工程师：197.697主点桩号K7+906.711K6+382.376K6+562.376K7+205.972K7+849.568外距曲线要素K6+400K7+000K7+000曲线总长度圆曲线长度1524.3351287.192858.059798.222第一切线长桩号K6+300K6+300K6+300K6+400K6+400891.595771.661771.511771.552891.595备注第二切线长840.435840.517280.119271.619263.414891.510K7+880K7+880280°49'48”后视方位角放样距离前视距离940.515281-34-35940.435940.515840.532工程名称放样交点桩号K8+000K8+000K8+00030400.68030409.59626120.138K7+000K7+88026128.53942-30-40缓和曲线长度施工单位测量部位25471.302729789.285126060.00026712.000桩号范围曲线起始方位角100°49'48”交点坐标43-17-5426111.73630327.23430391.76526024.38942-23-09X坐标放样方位角（前视方位）25471.302729789.285128867.902280-05-0126032.83043-17-4330309.47830318.35628966.11428963.82028961.525281-38-5526041.270公路工程施工放样表高速公路施工放样示例路基平面放样280-49-48总偏角（左转）57°31'54”Y坐标K7+240.435280-49-49279-59-4225641.25425629.22025617.18725660.03825635.97428865.60028863.29825628.296302-15-17300-18-2225616.26225604.22729559.58229561.870304-05-1429557.294序号位置1左12.25米2中3右12.25米左12.25米1中2右12.25米3左12.25米4中5右12.25米1左12.25米2中3右12.25米左12.25米1中2右12.25米3左12.25米4中5右12.25米6左12.25米7中右12.25米ZHHYQZYHHZ25628.296302-15-17300-18-2225616.26225604.22729559.58229561.870304-05-1429557.29428863.298280-49-49279-59-4225641.25425629.22025617.187280-05-0128966.11428963.82028961.525公路工程施工放样表26032.83043-17-4330309.47830318.35626041.27042-23-09280-49-4825660.03828865.600X坐标放样方位（前视方位）26111.736K7+000K7+880K7+880281-38-5525635.97428867.902Y坐标281-34-35940.515940.435940.515840.532840.435840.517280.119940.435940.515840.532840.435放样距离（前视距离）940.515K7+000K7+000891.595771.661771.511840.517280.119271.619263.41430409.5961524.3351287.192备注桩号K6+300K6+300K6+300K6+400K6+400K6+400K7+205.972K7+849.568外距曲线要素858.059798.222第一切线长第二切线长曲线总长度圆曲线长度K6+30025660.03828867.902281-34-35计算：测量：复核：监理工程师：197.697主点桩号K7+906.711K6+382.376K6+562.376K6+30025635.97428863.298280-05-01K6+30028865.600280-49-48K6+40025629.22028963.820280-49-49K6+40025641.25428966.114281-38-55K6+40025617.18728961.525279-59-42K7+00025628.29629557.294304-05-14271.619K7+00025604.22729561.870300-18-22263.414K7+00025616.26229559.582302-15-17丽江旅游文化商城一期市政工程象山东路延长线工程名称施工单位桩号范围测量部位填挖设计高程水平测量记录表第页共页测量：计算：复核：监理工程师：填挖值(m)桩号/水准点位置后视读数实测高程前视读数昆明佐助计算机软件工作室丽江旅游文化商城一期市政工程象山东路延长线单位工程后视点名称后视读数工程部位后视点高程视线高程填挖设计高程水平测量记录表第页共页测量：计算：复核：监理工程师：填挖值(m)桩号位置前、后视读数实测高程工程名称：测量日期：年月日平距平距高差高差横断面测量记录表第页共页测量：计算：复核：监理工程师：桩号丽江旅游文化商城一期市政工程象山东路延长线昆明佐助计算机软件工作室△x△y△x△yxy闭合导线计算表坐标增量计算值改正后的坐标增量坐标（m）测量：计算：复核：监理工程师：点号观测角（右角）改正后的角值坐标方位角边长（m）备注辅助计算fx=fy=2+fy2）=K=∑β测=fβ=∑β测-（n-2）×180°=fβ容=±40″=∑D=起始方位角终止方位角△x△y△x△yxy∑β右=fβ=∑β右-（n-2）×180°=fβ容∑D=辅助计算fx=fy=2+fy2）=K=备注测量：计算：复核：监理工程师：点号观测角（右角）改正后的角值坐标方位角边长（m）附合导线计算表坐标增量计算值改正后的坐标增量坐标坐标A点坐标B点坐标C点坐标D点坐标起始纵坡终止纵坡竖曲线半径超高长度曲线半径超高横坡加宽宽度变坡点桩号变坡点高程Ls1置站点后视点后视距离后视点名称后视点高程Ls2后视读数视线高程序号位置中视读数实测高程设计高程填挖值公路工程动态测量施工放样表交点坐标总偏角（左转）Y坐标X坐标放样方位角后视方位角桩号范围工程名称放样交点桩号曲线起始方位角施工单位测量部位放样距离缓和曲线长度计算：测量：复核：监理工程师：桩号