新南大道与东联二路穿插口桥梁工程测量监理实施细那么陈登刚贵州黔水工程监理有限责任二0一一年三月目录1.专业工程特点..........................................................................................................32.监理工作流程..........................................................................................................43.监理控制要点及:..................................................................................................63.1事前监理控制要点与:.................................................................................6组织监理人员深化..........................................................................................6组织图纸会审..................................................................................................6审查施工资质..................................................................................................6对测量仪器的要求..........................................................................................6工地测量基桩的承受与交桩:......................................................................7测量控制网的建立及监理..............................................................................83.2事中过程监理控制要点与:.......................................................................11施工测量工序流程:....................................................................................11施工放样测量的工作划分............................................................................12测量工作的理................................................................................................12监理程序及工作内容....................................................................................13控制测量的监理程序....................................................................................14定位测量的监理程序和内容........................................................................16现场放样监理程序与内容............................................................................18工程计量测量的监理程序............................................................................18施工定位测量的监理工作要点:................................................................19桥梁水准测量的监理....................................................................................213.3事后控制要点:...........................................................................................23事故发生时的程序:....................................................................................23资料归档:....................................................................................................23控制点、水准点进展保护和复测:............................................................244、测量监理工作的控制目的。................................................................................24测量监理施行细那么1.专业工程特点本工程属新南大道起点局部起始桩位k0+000至K0+580该段共有4个竖曲线纵坡为5.771最小纵坡为0.714、竖曲线最小半径为500m。框架地道位于K0+149、76~K0+280。1.1路基宽度:40M1.2道路纵坡:主线3.970﹪下拉槽5.929﹪。1.3车行道横坡:2.0﹪1.4人行道横坡:2.0﹪1.5框架地道为框架桥构造净空宽16M=(排水沟)+7M(车行道)+7M(车行道)+1M〔排水沟〕净空高7M箱墙体砼厚1、1米。箱底砼1、3米。箱顶砼1、2米。1.6起点〔K0+000〕位于礼仪坝与新浦新区3路起点相接坐标为X=30659.173Y=300483.666在礼仪坝〔K0...