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ID:25510400
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页数:74页
时间:2018-11-20
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1、苏莎路道路工程监理实施细则B11项目名称:苏莎路道路工程建设监理实施细则编制:专业:专业:专业:专业:专业:专业:审批:监理机构:编报时间:73苏莎路道路工程监理实施细则目录第一章项目概述·······················································2第二章监理范围························································3第三章监理依据···················································
2、·····3第四章监理目标及工作原则··············································4第五章监理组织机构及人员职责··········································5第六章监理工作内容····················································7第七章工地会议制度····················································9第八章测量放样实施细则···············
3、·································10第九章路基工程施工监理实施细则········································13第十章钢筋工程监理实施细则73苏莎路道路工程监理实施细则············································20第十一章混凝土工程监理实施细则········································21第十二章钻孔桩监理实施细则····································
4、········24第十三章先张法预应力预制梁监理实施细则································29第十四章后张预应力预制梁监理实施细则··································31第十五章桥梁结构物预制安装监理实施细则································38第十六章钢筋混凝土板涵监理实施细则····································40第十七章排水管网监理实施细则·································
5、·········46第十八章人行道、路缘石监理实施细则····································55第十九章挡土墙、防护及其他砌筑工程质量监理实施细则····················57第二十章照明、电力、管线综合工程监理实施细则··························58第二十一章、交通工程监理实施细则······································60第二十二章绿化、景观工程监理实施细则··································6
6、2第二十三章安全文明监理实施细则········································73苏莎路道路工程监理实施细则6473苏莎路道路工程监理实施细则第一章工程概述一、工程名称及参建单位1、工程名称:苏莎路道路工程2、工程地点:琼海市嘉积镇、中原镇和博鳌镇之间,北起雅园路,南至规划康乐路。2、建设单位:海南鳌城国际医疗旅游先行区开发建设有限公司3、设计单位:天津市政工程设计研究院4、勘察单位:5、监理单位:海南新世纪建设项目咨询管理有限公司6、施工单位:海南第四建筑工程公司二、工程概况1、苏莎路道路工程位于琼海市
7、嘉积镇、中原镇和博鳌镇之间,北起雅园路,南至规划康乐路,总长约6.177公里,双向四车道沥青砼路面。建设内容包括:道路工程、交通工程、涵洞工程、排水工程、照明工程和绿化工程等。2、设计标准(1)按照城市次干路标准,设计车速:V=40Km/h。(2)道路标准横断面K0+040~K6+217.486如下:6m(人行道+非机动车道+绿化带)+7.5m机动车+3.0m中央绿化带+7.5m机动车+6m(人行道+非机动车道+绿化带)=30m;(3)主要技术指标表主要技术指标表序号项目单位规范值设计值备注1道路等级次干路次干路2设计速度km/h50、4
8、0、30403车道数个——44单个车道宽度m3.25、3.53.55交通量达到饱和状态设计年限15年15年6交通等级中交通7路面结构设计基准期15年8不设超高最小圆半径m3003009平曲线最
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