施工放样表

公路工程施工放样表工程名称施工单位桩号范围测量部位置站点后视点后视方位角后视距离序号桩号位置X坐标Y坐标放样方位角（前视方位）放样距离前视距离1K6+300左12.25米25660.03828867.902281-34-35940.5152K6+300中28865.600280-49-48940.4353K6+300右12.25米25635.97428863.298280-05-01940.515K6+400左12.25米25641.25428966.114281-38-55840.5321K6+400中25629.22028963.820280-49-49840.4352K6+400右12.25米25617.18728961.525279-59-42840.5173K7+000左12.25米25628.29629557.294304-05-14280.1194K7+000中25616.26229559.582302-15-17271.6195K7+000右12.25米25604.22729561.870300-18-22263.4146K7+880左12.25米26041.27030309.47842-23-09771.6617K7+880中26032.83030318.35643-17-43771.5118K7+880右12.25米26024.38930327.234771.5529K8+000左12.25米26128.53930391.76542-30-40891.59510K8+000中26120.13830400.68043-17-54891.51011K8+000右12.25米26111.73630409.596891.595备注曲线要素主点桩号第一切线长858.059ZHK6+382.376第二切线长798.222HYK6+562.376曲线总长度1524.335QZK7+205.972圆曲线长度1524.335YHK7+849.568外距197.697HZK7+906.711计算：测量：复核：监理工程师：公路工程施工放样表工程名称高速公路施工放样示例施工单位桩号范围路基平面放样测量部位放样交点桩号K7+240.435交点坐标25471.3027曲线半径总偏角（左转）曲线起始方位角100°49'48”29789.2851140057°31'54”缓和曲线长度Ls1180.000置站点25471.3027后视点26060.000后视方位角后视距离Ls257.143XJⅢ-0429789.2851XJⅢ-0326712.000280°49'48”3133.089序号桩号位置X坐标Y坐标放样方位角（前视方位）放样距离前视距离1K6+300左12.25米25660.03828867.902281-34-35940.5152K6+300中28865.600280-49-48940.4353K6+300右12.25米25635.97428863.298280-05-01940.515K6+400左12.25米25641.25428966.114281-38-55840.5321K6+400中25629.22028963.820280-49-49840.4352K6+400右12.25米25617.18728961.525279-59-42840.5173K7+000左12.25米25628.29629557.294304-05-14280.1194K7+000中25616.26229559.582302-15-17271.6195K7+000右12.25米25604.22729561.870300-18-22263.4146K7+880左12.25米26041.27030309.47842-23-09771.6617K7+880中26032.83030318.35643-17-43771.5118K7+880右12.25米26024.38930327.234771.5529K8+000左12.25米26128.53930391.76542-30-40891.59510K8+000中26120.13830400.68043-17-54891.51011K8+000右12.25米26111.73630409.596891.595备注曲线要素主点桩号第一切线长858.059ZHK6+382.376第二切线长798.222HYK6+562.376曲线总长度1524.335QZK7+205.972圆曲线长度1287.192YHK7+849.568外距197.697HZK7+906.711计算：测量：复核：监理工程师：公路工程施工放样表工程名称高速公路施工放样示例施工单位昆明佐助计算机软件工作室桩号范围路基平面放样测量部位2004年3月12日放样交点桩号K7+240.435交点坐标25471.3027曲线半径总偏角（左转）曲线起始方位角100°49'48”29789.2851140057°31'54”缓和曲线长度Ls1180.000置站点25471.3027后视点26060.000初始方位角初始距离Ls257.143XJⅢ-0429789.2851XJⅢ-0326712.000280°49'48”3133.089序号桩号位置X坐标Y坐标放样方位（前视方位）放样距离（前视距离）1K6+300左12.25米25660.03828867.902281-34-35940.5152K6+300中28865.600280-49-48940.4353K6+300右12.25米25635.97428863.298280-05-01940.515K6+400左12.25米25641.25428966.114281-38-55840.5321K6+400中25629.22028963.820280-49-49840.4352K6+400右12.25米25617.18728961.525279-59-42840.5173K7+000左12.25米25628.29629557.294304-05-14280.1194K7+000中25616.26229559.582302-15-17271.6195K7+000右12.25米25604.22729561.870300-18-22263.4141K6+300左12.25米25660.03828867.902281-34-35940.5152K6+300中28865.600280-49-48940.4353K6+300右12.25米25635.97428863.298280-05-01940.515K6+400左12.25米25641.25428966.114281-38-55840.5321K6+400中25629.22028963.820280-49-49840.4352K6+400右12.25米25617.18728961.525279-59-42840.5173K7+000左12.25米25628.29629557.294304-05-14280.1194K7+000中25616.26229559.582302-15-17271.6195K7+000右12.25米25604.22729561.870300-18-22263.4146K7+880左12.25米26041.27030309.47842-23-09771.6617K7+880中26032.83030318.35643-17-43771.511右12.25米26111.73630409.596891.595备注曲线要素主点桩号第一切线长858.059ZHK6+382.376第二切线长798.222HYK6+562.376曲线总长度1524.335QZK7+205.972圆曲线长度1287.192YHK7+849.568外距197.697HZK7+906.711计算：测量：复核：监理工程师：水平测量记录表丽江旅游文化商城一期市政工程象山东路延长线第页共页昆明佐助计算机软件工作室工程名称施工单位桩号范围测量部位桩号/水准点位置后视读数前视读数实测高程设计高程填挖值(m)填挖测量：计算：复核：监理工程师：水平测量记录表丽江旅游文化商城一期市政工程象山东路延长线第页共页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桩号位置前、后视读数实测高程设计高程填挖值(m)填挖测量：计算：复核：监理工程师：横断面测量记录表工程名称：测量日期：年月日第页共页平距桩号平距高差高差测量：计算：复核：监理工程师：闭合导线计算表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点号观测角（右角）改正后的角值坐标方位角边长（m）坐标增量计算值改正后的坐标增量坐标（m）备注△x△y△x△yxy辅助计算∑D=∑β测=fx=fβ=∑β测-（n-2）×180°=fy=fβ容=±40″=f=（fx2+fy2）=K=测量：计算：复核：监理工程师：附合导线计算表坐标A点坐标B点坐标C点坐标D点坐标起始方位角终止方位角点号观测角（右角）改正后的角值坐标方位角边长（m）坐标增量计算值改正后的坐标增量坐标备注△x△y△x△yxy辅助计算∑D=∑β右=fx=fβ=∑β右-（n-2）×180°=fy=fβ容=±40″=f=（fx2+fy2）=K=测量：计算：复核：监理工程师：公路工程动态测量施工放样表工程名称施工单位起始纵坡终止纵坡桩号范围测量部位竖曲线半径超高长度放样交点桩号交点坐标曲线半径总偏角（左转）超高横坡加宽宽度曲线起始方位角变坡点桩号变坡点高程缓和曲线长度Ls1置站点后视点后视方位角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桩号位置X坐标Y坐标放样方位角放样距离中视读数实测高程设计高程填挖值计算：测量：复核：监理工程师：