简要施工组织设计 路基超高加宽表
高速公路路面施工组织设计
施工组织设计三亚绕城公路位于三亚市北部，东接东线高速，西接西线高速。
本项目全长13.9公里。
路线起于（K1+000）三亚市田独镇大茅村顺接东线公路，向西跨越224国道，经三公曲村，穿越死马岭，经南丁水库北侧，继续向西经荔枝沟农场、南丁村、三罗村北侧，上跨三亚学院出口路，经朝鲜村北后向西，止于荔枝沟出口路（K14+900）。
全线采用双向四车道高速公路标准建设，设计行车速度100公里/小时，路基宽度为26米，桥涵设计荷载采用公路-I级，沥青混凝土路面，标准轴载BZZ-100。
一、施工组织机构、施工总平面布置图、施工总体进度计划表1、施工组织机构我单位根据业主和工程总体需求，调配我单位现有人员，组成项目经理部。
项目部以项目经理为核心，设一名项目总工程师，一名项目安全副经理。
下设各相关职能部室，对工程施工进行总体控制，确保工程质量、进度、资金使用等满足施工要求。
项目部主要人员岗位职责①、项目经理职责项目经理全面负责本工程项目的组织、实施、协调、管理和监控,负责工程项目的各种资源配置，确保管理体系在本工程项目的持续有效运行，对本标段内的安全、质量、工期、效益等负全面责任。
组织编制工程项目实施性施工组织设计，包括工程进度计划和技术方案。
制定安全生产、保证质量和降低成本措施,并组织实施。
执行有关技术规范和标准，积极推广应用新技术和新工艺管理，努力实现技术进步。
科学组织和管理进入现场的人、财、物等资源，协调各单位之间关系，做好人员、物资和机械设备的调配与供应，及时解决施工中出现的问题，做好资源优化配置，提高综合经济效益。
组织制定项目经理部各部门、人员的职责权限和各项规章制度，搞好与机关本部、各职能部门的业务联系和经济往来，定期向企业领导汇报工作。
②、项目总工职责负责本工程项目的技术管理、工程质量、计量测试的领导工作，指导全体技术人员有效开展技术管理工作。
组织本工程项目施工方案，施工组织设计、工程项目质量计划编制和实施，解决施工中的关键技术和重大技术难题，组织制定质量通病的预防和纠正措施，负责新技术、新工艺、新设备、新材料以及先进技术成果在本工程项目上的应用。
路基超高加宽表等
路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)K167+00013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+02013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+04013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+06013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+08013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+10013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+12013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+14013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+16013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+18013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+20013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+22013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+24013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+26013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+28013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+30013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+32013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+34013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+36013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+38013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+40013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+42013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+44013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000桩 号路 基 左 侧路 基 右 侧备 注第 1 页 共 5 页包头至茂名高速公路湖南省怀化至通道K167-K169段路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)K167+46013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+48013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+50013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+52013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+54013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+56013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+58013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+60013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+62013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+64013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+66013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+68013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+70013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+72013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+74013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+76013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+78013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+80013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+82013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+84013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+86013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+88013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+90013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000桩 号路 基 左 侧路 基 右 侧备 注第 2 页 共 5 页包头至茂名高速公路湖南省怀化至通道K167-K169段路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)K167+92013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+94013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+96013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K167+98013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+00013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+02013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+04013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+06013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+08013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+091.51413.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+10013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+12013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+14013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+16013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+18013.0008.2500.000-1.818-1.81813.0008.2500.000-2.000-2.000K168+20013.0008.2500.000-0.775-0.77513.0008.2500.000-2.000-2.000K168+22013.0008.2500.0000.2690.26913.0008.2500.000-2.000-2.000K168+24013.0008.2500.000 1.312 1.31213.0008.2500.000-2.000-2.000K168+26013.0008.2500.000 2.356 2.35613.0008.2500.000-2.356-2.356K168+28013.0008.2500.000 3.399 3.39913.0008.2500.000-3.399-3.399K168+291.51413.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+30013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+32013.0008.2500.0004.0004.00013.0008.2500.000-4.000-4.000桩 号路 基 左 侧路 基 右 侧备 注包头至茂名高速公路湖南省怀化至通道K167-K169段第 3 页 共 5 页路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)K168+34013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+36013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+38013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+40013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+42013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+44013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+46013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+48013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+50013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+52013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+54013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+56013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+58013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+60013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+62013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+64013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+66013.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+667.44513.0008.2500.000 4.000 4.00013.0008.2500.000-4.000-4.000K168+68013.0008.2500.000 3.345 3.34513.0008.2500.000-3.345-3.345K168+70013.0008.2500.000 2.301 2.30113.0008.2500.000-2.302-2.302K168+72013.0008.2500.000 1.258 1.25813.0008.2500.000-2.000-2.000K168+74013.0008.2500.0000.2150.21513.0008.2500.000-2.000-2.000K168+76013.0008.2500.000-0.829-0.82913.0008.2500.000-2.000-2.000桩 号路 基 左 侧路 基 右 侧备 注第 4 页 共 5 页包头至茂名高速公路湖南省怀化至通道K167-K169段路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)路基宽(m)路面宽(m)加宽值(m)超高横坡(%)土路肩横坡(%)K168+78013.0008.2500.000-1.872-1.87213.0008.2500.000-2.000-2.000K168+80013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+82013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+84013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+86013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+867.44513.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+88013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+90013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+92013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+94013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+96013.0008.2500.000-2.000-3.00013.0008.2500.000-2.000-3.000K168+98013.0008.2500.000-2.000-2.00013.0008.2500.000-1.606-1.606K169+00013.0008.2500.000-2.000-2.00013.0008.2500.000-0.562-0.562桩 号路 基 左 侧路 基 右 侧备 注第 5 页 共 5 页包头至茂名高速公路湖南省怀化至通道K167-K169段挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K167+000664.6K167+22016.2889.332201790.9110179.0950895.45510179.09110179.09110179.0910179.0982931.7582347.76537.2731253.64537.2781094.1K167+24024320259310259.3501296.510259.310259.310259.310259.3893.26893.26893.26921.84777.9K167+260686209290.1810929.02504645.0910929.01810929.01810929.0210929.026503.132787.1K167+2809142016000.21101600508000.11101600.02101600.0210160010160011200.14800.1K167+30010882020023.84102002.45010011.9102002.38102002.38102002.4102002.414016.76007.2K167+32012132023017.47102301.75011508.7102301.75102301.75102301.7102301.716112.26905.2K167+34013782025911.98102591.25012956102591.2102591.2102591.2102591.218138.47773.6K167+36010192023971.86102397.25011985.9102397.19102397.19102397.2102397.216780.37191.6K167+380487.22015065.55203013.1406026.22101506.56101506.56101506.6101506.610545.94519.7K167+400364.1208512.5201702.540340510851.2510851.2510851.2510851.255958.752553.8K167+840121.230.75440106753.0220213514042701.21010675.31010675.3101067510106756764.346764.346764.3467962.832026K167+86065.46444.1201866.320373.2640746.5210186.6310186.6310186.6310186.634748.284139.704559.891306.41559.892833.29K167+8808.986602.920744.4320148.8940297.7721074.4431074.4431074.4431074.4431047010227.25223.329521.101223.339706.15K167+9007.884707.320168.72033.744067.481016.871016.871016.871016.8713102.2113047.250.61118.0950.6112929.1K167+920 6.926724.720148.12029.624059.241014.811014.811014.811014.8114320.4114272.1244.43103.6744.4314168.4K167+940 6.84704.720137.662027.5324055.0641013.7661013.7661013.7661013.76614294.7714249.8841.29896.36241.29814153.5K167+960 6.92434220137.642027.5284055.0561013.7641013.7641013.7641013.76410467.1410422.2641.29296.34841.29210325.9K167+9808.793306.420157.172031.4344062.8681015.7171015.7171015.7171015.7176483.936432.67947.151110.01947.1516322.66K168+000 3.564503.420123.572024.7144049.4281012.3571012.3571012.3571012.3578098.118057.81537.07186.49937.0717971.32K168+020 3.773697.12073.372014.6744029.348107.337107.337107.337107.33712004.711980.7822.01151.35922.01111929.4K168+040 3.932348.22077.052015.414030.82107.705107.705107.705107.70510452.9210427.823.11553.93523.11510373.9K168+060 4.85271.42087.822017.5644035.128108.782108.782108.782108.7826195.686167.04326.34661.47426.3466105.57K168+080 5.939456.920107.892021.5784043.1561010.7891010.7891010.7891010.7897282.797247.60832.36775.52332.3677172.09K168+091.51410.85459.411.5196.6773012019.3354038.6709109.66773109.66773109.6677109.66775275.16215243.63729.003267.674129.0035175.96K168+100 6.196382.88.48672.343152014.4694028.9373107.23431107.23431107.2343107.23433573.16613549.57621.702950.640221.7033498.94K168+12019.2136.620253.932050.78640101.5721025.3931025.3931025.3931025.3935193.365110.55776.179177.75176.1794932.81小 计257183.173917711513325718.325718.32571825718222551.98220581.31813.0711888.11813.120869316814075342累 计257183.173917711513325718.325718.32571825718222551.98220581.31813.0711888.11813.120869316814075342总数量Ⅵ远运利用及纵向调配示意填 方 数 量 (m 3)利 用 方 数 量 及 调 配 (m 3)填 缺本桩利用(m3)及运距挖 余(Km)ⅢⅤ(Km)备 注借 方 数 量(m3)及运距包头至茂名高速公路湖南省怀化至通道K167-K169段ⅣⅡ挖 方 分 类 及 数 量 (m 3)第 1 页 共 3 页桩 号横 断 面弃 方 数 量Ⅰ土石(m 2)面 积距离(m)挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K168+12019.2136.6K168+140227.4202465.7320493.1540986.29210246.57310246.57310246.5710246.571365.811365.811365.81360.201739.72K168+160389.1206164.88201233402465.9510616.48810616.48810616.4910616.494315.421849.5K168+180693.82010828.62202165.7404331.45101082.86101082.86101082.9101082.97580.033248.6K168+200646.22013399.91202680608039.95101339.995669.996567012059.91340K168+220291.7209379.17201875.8504689.5910937.91710937.91710937.927503.341875.8K168+240 5.36755.88202970.4320594.09501485.2210297.04310297.04310297.04558.82558.82558.821817.52594.09K168+260210.214.4202155.8120431.16501077.9110215.58110215.58110215.58702.86702.86702.861021.79431.16K168+280431.1 2.641206413.56201282.7503206.7810641.35610641.35610641.36170.45170.45170.454960.41282.7K168+291.514427.1169.711.514941.054620988.21502470.5310494.10510494.10510494.11992.43772992.4377992.4382960.41988.21K168+300378.88.4863419.71820683.94501709.8610341.97210341.97210341.97720.23652720.2365720.2372015.54683.94K168+320176.9205556.91201111.4502778.4610555.69110555.69110555.694445.531111.4K168+580 4.20215326023536.89204707.45011768.4102353.69102353.69102353.719894.0318829.51979.35718829.5979.363728K168+600268.1202722.5520544.51401089.0210272.25510272.25510272.2610272.261530.311530.311530.31375.475816.77K168+620497.5207655.74201531.1503827.8710765.574201531.156124.591531.1K168+640575.32010728.53202145.7505364.27101072.85202145.718582.822145.7K168+660383.2209585.18201917504792.5910958.518201917.047668.141917K168+667.445257.47.4452384.659620476.93501192.3310238.46620476.9321907.73476.93K168+680101.223.2712.552251.50720450.3501125.7510225.15120450.301146.04604146.046146.0461655.16450.3K168+80058.3107.91209572.46201914.5504786.2310957.246201914.497871.587657.968196.5237657.97196.521718K168+82017.61287.820759.1320151.8350379.5651075.91320151.8263957.563792.532151.826607.304151.833185.23K168+84015.28268.920328.922065.78450164.461032.8922065.7845567.155495.64665.784263.13665.7845232.51K168+860112.635.12201278.7120255.7450639.35510127.87120255.7423040.072762.09255.7421022.97255.741739.12K168+867.445187.3 2.0477.4451116.381520223.2850558.19110111.63820223.276138.35416138.3542138.354754.751223.28K168+880282.512.552949.251120589.85501474.6310294.92520589.8512.85004212.8500412.852346.55589.85K168+900365.138.49206475.83201295.2503237.9210647.583201295.17384.93384.93384.934795.731295.2K168+920315206801.26201360.3503400.6310680.126201360.25384.93384.93384.935056.081360.3小 计155842.793116977043.215584.3211038725.52218.247438.42445645.781649.2335488.91649.210156.988307.130398累 计413025.967034519217641302.646821.43444427936269990.42662273462.3473773462.3218850256447105739距离(m)Ⅴ借 方 数 量(m3)及运距桩 号横 断 面弃 方 数 量Ⅰ土石(m 2)面 积包头至茂名高速公路湖南省怀化至通道K167-K169段ⅣⅡ挖 方 分 类 及 数 量 (m 3)本桩利用(m3)及运距(Km)备 注第 2 页 共 3 页挖 余(Km)Ⅲ 总数量Ⅵ远运利用及纵向调配示意填 方 数 量 (m 3)利 用 方 数 量 及 调 配 (m 3)填 缺挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K168+920315K168+940 4.05395.68203191.0120638.2501595.5110319.10120638.202956.81956.81956.811596638.2K168+960201.8202058.2120411.64501029.1110205.82120411.642956.81956.81956.81689.758411.64K168+980391.9205937.09201187.4502968.5510593.709201187.424749.671187.4K169+00016.8871.46204088.2120817.64502044.1110408.82120817.642714.63714.63714.632555.94817.64小 计15274.523054.97637.261527.453054.92628.252628.252628.259591.373054.9累 计428300.48734001998144283049876.33444427936272618.65268855.33462.350005.33462.3218850266039108794总数量Ⅵ远运利用及纵向调配示意填 方 数 量 (m 3)利 用 方 数 量 及 调 配 (m 3)填 缺本桩利用(m3)及运距挖 余(Km)ⅢⅤ(Km)备 注借 方 数 量(m3)及运距包头至茂名高速公路湖南省怀化至通道K167-K169段ⅣⅡ挖 方 分 类 及 数 量 (m 3)第 3 页 共 3 页桩 号横 断 面弃 方 数 量Ⅰ土石(m 2)面 积距离(m)N (X)E (Y)N (X) E (Y)N (X) E (Y)N (X) E (Y)K167+0002894987.066497872.1339K167+5002894491.922497941.6502K168+0002893996.778498011.1665K168+4602893539.248498037.5418K167+020*******.26497874.9145K167+5202894472.116497944.4308K168+020*******.972498013.9471K168+4802893519.442498034.7708K167+0402894947.454497877.6952K167+5402894452.31497947.2115K168+0402893957.166498016.7278K168+5002893499.694498031.6042K167+0602894927.648497880.4758K167+5602894432.504497949.9921K168+0602893937.36498019.5084K168+5202893480.014498028.0433K167+0802894907.843497883.2565K167+5802894412.699497952.7728K168+0802893917.555498022.2891K168+5402893460.409498024.0896K167+1002894888.037497886.0371K167+6002894392.893497955.5535K168+091.5142893906.152498023.89K168+5602893440.887498019.7446K167+1202894868.231497888.8178K167+6202894373.087497958.3341K168+1002893897.749498025.0693K168+5802893421.456498015.01K167+1402894848.425497891.5985K167+6402894353.281497961.1148K168+1202893877.941498027.8313K168+6002893402.124498009.8878K167+1602894828.62497894.3791K167+6602894333.476497963.8954K168+1402893858.124498030.537K168+6202893382.897498004.38K167+1802894808.814497897.1598K167+6802894313.67497966.6761K168+1602893838.295498033.1465K168+6402893363.785497998.4887K167+2002894789.008497899.9404K167+7002894293.864497969.4567K168+1802893818.449498035.6202K168+6602893344.794497992.2165K167+2202894769.202497902.7211K167+7202894274.058497972.2374K168+2002893798.582498037.9181K168+667.4452893337.757497989.7847K167+2402894749.396497905.5017K167+7402894254.253497975.018K168+2202893778.69498040.0004K168+6802893325.932497985.5672K167+2602894729.591497908.2824K167+7602894234.447497977.7987K168+2402893758.774498041.827K168+7002893307.198497978.5659K167+2802894709.785497911.063K167+7802894214.641497980.5793K168+2602893738.833498043.3576K168+7202893288.584497971.2519K167+3002894689.979497913.8437K167+8002894194.835497983.36K168+2802893718.869498044.552K168+7402893270.079497963.6642K167+3202894670.173497916.6243K167+8202894175.03497986.1406K168+291.5142893707.366498045.0715K168+7602893251.673497955.8413K167+3402894650.368497919.405K167+8402894155.224497988.9213K168+3002893698.886498045.3705K168+7802893233.351497947.821K167+3602894630.562497922.1856K167+8602894135.418497991.7019K168+3202893678.891498045.7904K168+8002893215.101497939.6408K167+3802894610.756497924.9663K167+8802894115.612497994.4826K168+3402893658.891498045.8104K168+8202893196.906497931.3377K167+4002894590.95497927.7469K167+9002894095.807497997.2632K168+3602893638.895498045.4304K168+8402893178.75497922.9484K167+4202894571.145497930.5276K167+9202894076.001498000.0439K168+3802893618.911498044.6506K168+8602893160.618497914.5093K167+4402894551.339497933.3082K167+9402894056.195498002.8245K168+4002893598.946498043.4713K168+867.4452893153.87497911.3624K167+4602894531.533497936.0889K167+9602894036.389498005.6052K168+4202893579.008498041.8929K168+8802893142.492497906.0564K167+4802894511.727497938.8695K167+9802894016.584498008.3858K168+4402893559.107498039.9162K168+9002893124.358497897.6219坐 标桩 号包头至茂名高速公路湖南省怀化至通道K167-K169段第 1 页 共 2 页桩 号坐 标桩 号坐 标桩 号坐 标N (X)E (Y)N (X)E (Y)N (X)E (Y)N (X)E (Y)K168+9202893106.201497889.2355K168+9402893088.008497880.9268K168+9602893069.767497872.7255K168+9802893051.465497864.6618K169+0002893033.09497856.7659坐 标桩 号坐 标坐 标桩 号包头至茂名高速公路湖南省怀化至通道K167-K169段第 2 页 共 2 页桩 号坐 标桩 号。
既有公路扩宽和改造施组技术标模板
一、表1 施工组织设计的文字说明1、设备、人员动员周期和设备、人员、材料运到施工现场的方法2、主要工程项目的施工方案、施工方法2.1 施工总体部署2.1.1项目组织机构针对本合同段工程特点和施工条件，为确保施工质量、进度及安全等目标的实现，拟派具有丰富公路路基，桥梁工程施工经验的施工队伍及技术人员参加本合同段施工。
并由此组建职责分明，运转高效的项目经理部组织实施。
项目经理部设经理、副经理、总工程师各1人，下设工程技术部、物资设备部、计划财务部、安全质量部及工程试验室等5个职能部门，以及3个项目队。
计划投入劳力350人。
各项目队分工如下：第一项目队：绵远河大桥第二项目队：路基、路面基层、路面面层、路基排水及防护，2座涵洞施工。
第三项目队：30m空心板梁制作及桥梁架设。
项目经理部本着对业主负责，对工程质量负责的精神，完全以项目法管理开展施工。
2.1.2关键工序的确定经过对招标文件与施工条件的全面分析，确定本合同段工程关键工序如下：⑴K81+729.64～K82+000段新填路基。
⑵绵远河30m后张空心板梁的制作与架设。
2.1.3总体施工部署2.1.3.1施工方案⑴考虑本标段为既有公路扩宽和改造，为了不中断行车，保持车辆正常通行，施工时采取半幅施工方法，即先施工扩宽新公路，既有公路不封闭，继续开通，在扩宽新公路达到通车条件后，开通扩宽的新公路，封闭既有公路，进行既有公路改造。
⑵水中4#、5#、6#墩尽量安排在低水位的旱季，采用草袋围堰的施工方法，为了不中断河流，施工时先施工罗江侧5#、6#墩的草袋围堰和桥墩，在5#、6#墩施工完成后，拆除5#、6#墩的草袋围堰，再施工4#墩的草袋围堰和桥墩。
⑶为了减少临时租地，降低临时工程费用，空心板梁集中在绵远河罗江侧桥头新填路基上予制，同时在新填路基上设1孔8片存梁场，故此K81+729.64～K82+000段新填路基要抓紧施工，为空心板梁予制创造有利条件。
⑷桥梁安装采用我公司引进设计技术并自行制作，已成功架梁1100多片公路梁的160T双导梁公路架桥机架设。
某某窄路基加宽项目施工组织设计
四、施工组织设计目录第一章总体施工组织布置及规划第二章主要工程项目的施工方案、方法与技术措施第三章工期的保证体系及保证措施第四章工程质量管理体系及保证措施第五章安全生产管理体系及保证措施第六章环境保护、水土保持保证体系及保证措施第七章文明施工、文物保护保证体系及保证措施第八章项目风险预测与预防，事故应急预案第九章其他应说明的事项附表一：施工总体计划表附表二：分项工程进度率计划（斜率图）附表三：工程管理曲线附表四：分项工程生产率和施工周期表附表五：施工总平面图附表六：劳动力计划表附表七：临时占地计划表附表八：外供电力需求计划表第一章总体施工组织布置及规划一、工程概况1、标段项目名称：XXXXXXXX项目；2、建设地点：XXXXXXXX；3、招标范围：XXXXXXXX工程，设计里程为：K0+000位于XXX，止点K47+415位于XXX，线路总长47.415公里；其中K2+489-K2+693.39、K11+387-K11+781.513为新建改线段，总长度598.903米。
按照20km/h，四级公路标准进行设计。
其余段落为路面改造段，改造路面的技术标准为四级公路，直线段路基宽度为6.5米；曲线路段按原路面转弯半径进行相应加宽。
XXXXXXXX工程，设计里程为：K47+415～K76+700，起点K47+415位于嘎娘乡，止点K76+700位于上新城，线路总长29.285公里；本路段只进行拓宽段落水沟及路面重建,其余段落不实施，改造路面的技术标准为四级公路，直线段路基宽度为 6.5米；曲线路段按原路面转弯半径进行相应加宽。
XXXXXXXX工程，设计里程为：K76+700～K90+578，起点K76+700位于XXX，止点K90+578位于XXX，线路总长13.878公里；本项目只进行拓宽段落水沟及路面重建,其余段落不实施，改造路面的技术标准为四级公路，直线段路基宽度为6.5米；曲线路段按原路面转弯半径进行相应加宽。
农村道路畅通工程路面加宽改造施工组织设计
目录（一）施工组织设计第一章、概述第二章、主要施工方法第三章、拟投入的主要物资情况描述及进场计划第四章、拟投入的主要施工机械设备情况描述及进场计划第五章、劳动力安排情况描述第六章、确保工程质量的技术组织措施第七章、确保安全生产的技术组织措施第八章、确保文明施工的技术组织措施第九章、确保工期的技术组织措施第十章、施工平面布置第十一章、对工程重难点的技术保证措施（二）其他内容（一）施工组织设计第一章、概述1.1编制说明1.1.1工程概况本工程为白龙镇2017年道路畅通工程六期，工程地点位于肥东县。
农村道路畅通路面硬化12426米，路面加宽17642米，具体为合白路-陈小应、卢户-陈户、西合路等26条道路，具体详见施工图纸及工程量清单。
1.1.2施工条件本工程施工条件良好，现场三通一平已完成，具备开工条件。
施工区域位于肥东县，通过市政管理系统，生产用水、用电，通讯等设施均可得到解决。
施工地点交通方便，施工用材料供应有保障，土方转运方便。
我公司有着成熟的劳动力市场、材料供应市场，本工程施工所需的劳动力、材料通过正常的市场渠道均可得到保证。
1.1.3编制原则1、严格按照本工程的施工招标文件、答疑纪要、施工图设计文件及工程量清单的要求。
2、工程质量的控制，严格按照有关施工技术规范标准和相关的验收标准及相关的强制性规范条文，结合我司的质量管理体系的运作程序及质量目标进行编制。
3、工程工期的控制，严格按施工合同的要求，对主要分项工程，突出关键工序，合理安排施工段，科学地组织劳动力、机械、材料等，保证工期目标的实现。
4、在主要的分项工程，关键工序的技术应用过程中，充分利用我司拥有的先进设备及施工技术。
5、严格按照合肥市建设工程现场文明施工管理办法及标准要求，确保文明施工并采取必要的环保措施。
1.1.4工程总目标1、质量目标：严格按设计图纸、有关规范标准及施工合同要求组织精干施工队伍，确保本工程质量达到合格等级。
2、工期目标：严格按施工合同中的工期要求，确保本工程建设工期180日历天，具体时间以开工令为准。
高速公路路面工程超高段排水施工组织设计(1)
4、质量检验
管道基础及管节安装实测项目
1
混凝土抗压强度或砂浆强度（Mpa)
在合格标准内
按附录D、F检查
2
管轴线偏位（mm）
15
经纬仪或拉线每两井间距测2处
3
管内底高程（mm）
±10
水准仪:每两井间距测2处
4
基础厚度(mm)
不少于设计值
尺量：
每两井间距测3处
5
管座
肩宽
+10，-5
尺量：按10%抽查
肩高
b、包封砼施工
待二次管基混凝土达到一定强度后进行包封混凝土施工。包封模板采用钢模拼制，后背采用方木支撑牢固，包封砼亦采用C30商品砼。
c、端口施工
端口为M7.5浆砌片石端墙，砌筑过程严格按照规范、质量标准施工，按设计尺寸挂线绳控制直顺度和墙面平整度，端墙竖直方向须错缝和压缝不得出现竖向通缝。
d、雨水井浇筑
日期：
超高段排水施工组织设计
一、工程概况
1
阜宁至建湖高速公路路面工程FJ-21标段位于阜宁县东沟镇省道S329至射阳河，起点桩号：K8+283.76，终点桩号：K28+323.6，全长20039.84米。主线设计速度120km/h，路基宽度28m，中央分隔带宽3m，路线起点至主线收费站设计速度60km/h,路基宽度为22.5m，中央分隔带宽1m。超高段起讫桩号为：K10+305～K10+990、K17+835～K19+540、K19+540～K19+651.960、K19+738～K19+925、K25+530～K28+094.240、K28+179.760～K28+310。
超高及加宽数据
特征点桩号ZHHYYHHZ特征点桩号ZHHYYHHZ特征点桩号ZHHYYHHZ加宽起点桩号399.911ZY曲线全加宽YZ加宽终点桩号477.035特征点ZHHYYHHZ特征点ZHHYYHHZ特征点525.413桩号特征点ZH HY YH HZ 特征点ZH HYYHHZ特征点ZHHYYHHZ特征点ZH HY YH HZ特征点ZHHY YH HZ加宽值bx/m 路基宽度/m外侧超高/m中线超高/m全加宽值b缓和段长度Ls临界断面距过渡段起点距离Xo 50.245.240.0810.0550.000212.50.6250.6 5.60.1950.095-0.0292512.50.6250.386088 5.3860880.12726120.0664784-0.0078071962512.525加宽值bx/m 路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls临界断面距过渡段起点距离Xo 50.39826 5.398260.138701570.0718943140.7350.7 5.70.240.115-0.04535140.7350.2565 5.25650.091110710.055-0.00013351435加宽值bx/m 路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls临界断面距过渡段起点距离Xo 5-8.8515-8.8515-2.9665750.0550.1820312 030000.240.115-0.0453012 0301.8876667 1.88766670.638716670.2846667-0.3069370563012305150.0074167 5.00741670.006928330.0550.004851667 4.28571431.25 6.251.25 6.250.330.155-0.1075 4.28571431.25 6.250.58625 5.586250.1574250.08066-0.020661588 4.2857143桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls50.39102 5.391020.1111340.0596880.7250.7 5.70.1950.095-0.033250.7250.694148 5.6941480.19341160.0943312-0.03236725 0.134148 5.1341480.04141160.0550.0023172525桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls50.049672 5.0496720.0074836#DIV/0!#DIV/0!0.2250.2 5.20.0150.0150.015250.2250.117136 5.1171360.0108568#DIV/0!#DIV/0!2525桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls5-3.19284 1.80716-0.6335680.0550.0688568250.5250.5 5.50.1050.055-0.00525250.5250.49582 5.495820.1041640.055-0.004916425250.09582 5.095820.0241640.0550.0030836252525加宽值bx/m 路基宽度/m 外侧超高/m中线超高/m内侧超高/m 全加宽值b缓和段长度Ls 临界断面距过渡段起点距离Xo50.0212125 5.02121250.00924250.0550.00457575400.2712125 5.27121250.05924250.055-0.0004242540400.5400.5 5.50.1050.055-0.00540400.5400.27475.27470.059940.055-0.00049440400.0247 5.02470.009940.0550.004506404040桩号加宽值bx/m路基宽度/m 外侧超高/m中线超高/m内侧超高/m 全加宽值b缓和段长度Ls50.18024 5.180240.0297830.0550.38024 5.380240.0572830.055-0.002605400.4400.4 5.40.060.0350.006400.4400.32209 5.322090.04928740.055-0.001442400.122095.122090.02178740.0550.00255824040桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m 全加宽值b缓和段长度Ls50.1409325 5.14093250.03083760.0550.2909325 5.29093250.05833760.055-0.000819400.3400.3 5.30.060.0350.007400.3400.1873875 5.18738750.03935440.0550.0012523400.0373875 5.03738750.01185440.0550.00425234040桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls50.25158 5.251580.0846670.0550.630 0.6 5.60.1950.095-0.02930 0.6300.35792 5.357920.11834130.062722667-0.0054713030桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls50.407160.407160.0864320.055025 000.1050.055-0.00525 0250.326060.326060.0702120.055-0.0015212525桩号加宽值bx/m路基宽度/m外侧超高/m中线超高/m内侧超高/m全加宽值b缓和段长度Ls50.140150.140150.0096717#DIV/0!#DIV/0!30030 000.0150.0150.01530 0300.174210.174210.010807#DIV/0!#DIV/0!3030G路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih路拱坡度IG=0.020.50.0340.02 0.50.0340.02 0.50.0340.040.02 0.50.0340.040.02 0.50.0340.040.02 0.50.0340.040.02 0.50.0340.040.02路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih路拱坡度IG=0.020.50.0340.02 0.50.0340.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.02路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih路拱坡度IG=0.020.50.0340.02 0.50.0340.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.02 0.50.0340.050.020.50.0340.020.50.0340.020.50.0340.070.020.50.0340.070.020.50.0340.070.020.50.0340.070.020.50.0340.070.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.0212.50.50.0340.020.50.0340.040.0212.50.50.0340.040.020.50.0340.040.0212.50.50.0340.040.0212.50.50.0340.040.020.50.0340.040.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.02#DIV/0!0.50.0340.020.50.03400.02#DIV/0!0.50.03400.020.50.03400.02#DIV/0!0.50.03400.020.50.03400.02临界断面距过渡段起点距离Xo 路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.020.50.0340.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.02路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.020.50.0340.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.020.50.0340.020.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.02800.50.0340.02800.50.0340.010.020.50.0340.010.02800.50.0340.010.020.50.0340.010.02800.50.0340.010.02800.50.0340.010.020.50.0340.010.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.02800.50.0340.02800.50.0340.010.020.50.0340.010.02800.50.0340.010.020.50.0340.010.02800.50.0340.010.02800.50.0340.010.020.50.0340.010.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih 路拱坡度IG=0.020.50.0340.02150.50.0340.020.50.0340.040.02150.50.0340.040.020.50.0340.040.02150.50.0340.040.020.50.0340.040.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih路拱坡度IG=0.020.50.0340.02250.50.0340.020.50.0340.020.02250.50.0340.020.020.50.0340.020.02250.50.0340.020.020.50.0340.020.02临界断面距过渡段起点距离Xo路肩宽度Bj=0.5路肩坡度Ij=0.03路面宽度B=4超高横坡度Ih路拱坡度IG=0.020.50.0340.02#DIV/0!0.50.03400.020.50.03400.02 #DIV/0!0.50.03400.020.50.03400.02 #DIV/0!0.50.03400.020.50.03400.02。
公路加宽施工方案(3篇)
第1篇一、工程概况1. 工程名称：XX公路加宽改造工程2. 工程地点：XX省XX市XX县XX公路3. 工程规模：全长XX公里，路基宽度XX米，路面宽度XX米，双向XX车道4. 工程概况：本工程为XX公路加宽改造工程，起点位于XX县XX镇，终点位于XX县XX镇，全长XX公里。
原公路路基宽度为XX米，路面宽度为XX米，双向XX 车道。
为提高道路通行能力和服务水平，满足日益增长的交通需求，本项目将原公路加宽至XX米，路面宽度为XX米，双向XX车道。
二、施工组织设计1. 施工单位：XX集团有限公司2. 施工项目经理部：XX项目经理部3. 施工组织机构（1）项目经理部（2）工程技术部（3）施工管理部（4）物资设备部（5）质量安全部（6）财务部4. 施工进度计划（1）总体进度计划：根据工程实际情况，制定合理的施工进度计划，确保工程按期完工。
（2）分阶段进度计划：根据工程特点，将工程分为路基、路面、桥梁、隧道、排水等分阶段进行施工。
5. 施工资源配置（1）人员配置：根据工程规模和施工要求，配备充足的技术人员、管理人员和施工人员。
（2）设备配置：根据工程特点和施工需求，配备各类施工机械设备，确保施工顺利进行。
三、施工工艺及方法1. 路基施工（1）土方开挖：采用挖掘机、装载机等设备进行土方开挖，确保路基宽度、深度符合设计要求。
（2）路基填筑：采用挖掘机、推土机等设备进行填筑，确保路基压实度、平整度达到设计要求。
（3）路基排水：设置排水沟、涵洞等排水设施，确保路基排水畅通。
2. 路面施工（1）基层施工：采用水泥稳定土、沥青稳定土等材料进行基层施工，确保基层强度、稳定性。
（2）面层施工：采用沥青混凝土、水泥混凝土等材料进行面层施工，确保路面平整、耐久。
3. 桥梁施工（1）桩基础施工：采用旋挖钻机、冲击钻等设备进行桩基础施工，确保桩基础质量。
（2）承台、墩身施工：采用混凝土浇筑、钢筋绑扎等工艺进行承台、墩身施工，确保结构安全。
道路超高高程及加宽表
横坡(%)桩号距离（m)纵坡（%）高程中桩高程(m)左右K44+9600-3.000%2590.862590.860K44+9655-3.000%2590.712590.710K44+97010-3.000%2590.562590.560K44+97515-3.000%2590.412590.410K44+98020-3.000%2590.262590.260##########CG(全超高）18.081-3.000%2590.322590.318 3.00%-3.00% ########## 2.00%-2.00% K44+98525-3.000%2590.112590.110 1.85%-2.00% K44+99030-3.000%2589.962589.960 1.01%-2.00% K44+99535-3.000%2589.812589.8100.18%-2.00% K45+00040-3.000%2589.662589.660-0.65%-2.00% K45+00545-3.000%2589.512589.510-1.49%-2.00% ##########HZ（CG超高结束)48.081-3.000%2589.422589.418-2.00%-2.00% K45+01050-3.000%2589.362589.360-2.00%-2.00% K45+01555-3.000%2589.212589.210-2.00%-2.00% K45+02060-3.000%2589.062589.060-2.00%-2.00% K45+02565-3.000%2588.912588.910-2.00%-2.00% ##########T68.5-3.000%2588.812588.805-2.00%-2.00% K45+03070-3.000%2588.762588.759-2.00%-2.00% K45+03575-3.000%2588.612588.595-2.00%-2.00% K45+04080-3.000%2588.462588.413-2.00%-2.00% K45+04585-3.000%2588.312588.213-2.00%-2.00% K45+05090-3.000%2588.162587.995-2.00%-2.00% K45+05595-3.000%2588.012587.759-2.00%-2.00% K45+060变坡点100-3.000%2587.862587.506-2.00%-2.00% K45+0655-7.500%2587.492587.234-2.00%-2.00% K45+07010-7.500%2587.112586.945-2.00%-2.00% K45+07515-7.500%2586.742586.638-2.00%-2.00% ##########CG(超高起点右）-2.00%-2.00% K45+08020-7.500%2586.362586.313-2.00%-1.36% K45+08525-7.500%2585.992585.970-2.00%-0.36% K45+09030-7.500%2585.612585.609-2.00%0.64% ##########T31.5-7.500%2585.502585.498-2.00%0.94% ##########ZH(Lc)Y31.792-7.500%2585.482585.476-2.00% 1.00% K45+09535-7.500%2585.242585.235-2.00% 1.64% ##########超高起点左（Z）Lc36.292-7.500%2585.142585.138-2.00% 1.90% K45+10040-7.500%2584.862584.860-2.72% 2.64% K45+10545-7.500%2584.492584.485-3.70% 3.64% K45+11050-7.500%2584.112584.110-4.67% 4.64% K45+11555-7.500%2583.742583.735-5.65% 5.64% ##########HY(CG全超高）56.792-7.500%2583.602583.601-6.00% 6.00% K45+12060-7.500%2583.362583.360-6.00% 6.00% K45+12565-7.500%2582.992582.985-6.00% 6.00% ##########QZ（Z=左转）68.43-7.500%2582.732582.728-6.00% 6.00%K45+13070-7.500%2582.612582.610-6.00% 6.00% K45+13575-7.500%2582.242582.235-6.00% 6.00% ##########75.068-7.500%2582.232582.230-6.00% 6.00% K45+14080-7.500%2581.862581.860-5.01% 5.01% ##########YH（全超高尾）80.068-7.500%2581.852581.855-5.00% 5.00% K45+14585-7.500%2581.492581.485-4.01% 4.01% K45+15090-7.500%2581.112581.110-3.01% 3.01% K45+15595-7.500%2580.742580.735-2.01% 2.01% K45+160100-7.500%2580.362580.360-1.01% 1.01% K45+165105-7.500%2579.992579.985-0.01%0.01% ##########超高终点HZ(Lc)Z105.068-7.500%2579.982579.9800.00%0.00% K45+170110-7.500%2579.612579.6100.99%-0.99% K45+175115-7.500%2579.242579.235 1.99%-1.99% K45+180120-7.500%2578.862578.860 2.99%-2.99% K45+185125-7.500%2578.492578.485 3.99%-3.99% K45+190130-7.500%2578.112578.110 4.99%-4.99% ##########HY 5.00%-5.00% K45+195L135-7.500%2577.742577.735 5.99%-5.99% ########## 6.00%-6.00% K45+200140-7.500%2577.362577.360 6.00%-6.00% ##########QZ（Y=右转）K45+205145-7.500%2576.992576.985 6.00%-6.00% ########## 6.00%-6.00% K45+210150-7.500%2576.612576.610 5.72%-5.72% ##########YH 5.00%-5.00% K45+215155-7.500%2576.242576.235 4.72%-4.72% K45+220160-7.500%2575.862575.860 3.72%-3.72% K45+225165-7.500%2575.492575.485 2.72%-2.72% K45+230170-7.500%2575.112575.110 1.72%-1.72% K45+235175-7.500%2574.742574.7350.72%-0.72% ##########HZ(ZH)0.00%0.00% K45+240180-7.500%2574.362574.360-0.28%0.28% K45+245185-7.500%2573.992573.985-1.28% 1.28% K45+250190-7.500%2573.612573.610-2.28% 2.28% K45+255195-7.500%2573.242573.235-3.28% 3.28% K45+260200-7.500%2572.862572.860-4.28% 4.28% ##########HY-5.00% 5.00% K45+265205-7.500%2572.492572.485-5.00% 5.00% K45+270210-7.500%2572.112572.110-5.00% 5.00% K45+275215-7.500%2571.742571.735-5.00% 5.00% K45+280220-7.500%2571.362571.360-5.00% 5.00% K45+285225-7.500%2570.992570.985-5.00% 5.00% K45+290230-7.500%2570.612570.610-5.00% 5.00% ##########YH-5.00% 5.00% K45+295235-7.500%2570.242570.235-4.30% 4.30% K45+300240-7.500%2569.862569.860-3.30% 3.30% K45+305245-7.500%2569.492569.485-2.30% 2.30%K45+310250-7.500%2569.112569.110-1.30% 1.30% K45+315255-7.500%2568.742568.735-0.30%0.30% ##########HZ(ZH)0.00%0.00% K45+320260-7.500%2568.362568.3600.40%-0.40% ##########T263.5-7.500%2568.102568.0980.80%-0.80% K45+325265-7.500%2567.992567.9860.97%-0.97% K45+330270-7.500%2567.612567.625 1.55%-1.55% K45+335275-7.500%2567.242567.282 2.12%-2.12% K45+340280-7.500%2566.862566.957 2.69%-2.69% K45+345285-7.500%2566.492566.650 3.26%-3.26% K45+350290-7.500%2566.112566.361 3.83%-3.83% ##########HY 4.00%-4.00% K45+355变坡点295-7.500%2565.742566.089 4.00%-4.00% K45+3605-3.000%2565.592565.836 4.00%-4.00% K45+36510-3.000%2565.442565.600 4.00%-4.00% K45+37015-3.000%2565.292565.382 4.00%-4.00% K45+37520-3.000%2565.142565.182 4.00%-4.00% ##########YH 4.00%-4.00% K45+38025-3.000%2564.992565.000 3.96%-3.88% K45+38530-3.000%2564.842564.836 3.63%-2.88% ##########T31.5-3.000%2564.792564.790 3.53%-2.58% ########## 3.33%-2.00% K45+39035-3.000%2564.692564.685 3.29%-2.00% K45+39540-3.000%2564.542564.535 2.96%-2.00% K45+40045-3.000%2564.392564.385 2.63%-2.00% K45+40550-3.000%2564.242564.235 2.29%-2.00% ##########HZ-2.00%-2.00% K45+41055-3.000%2564.092564.085-2.00%-2.00% K45+41560-3.000%2563.942563.935-2.00%-2.00% K45+42065-3.000%2563.792563.785-2.00%-2.00% K45+42570-3.000%2563.642563.635-2.00%-2.00% K45+43075-3.000%2563.492563.485-2.00%-2.00% ##########T79.35-3.000%2563.352563.355-2.00%-2.00% K45+43580-3.000%2563.342563.335-2.00%-2.00% K45+44085-3.000%2563.192563.162-2.00%-2.00% K45+44590-3.000%2563.042562.954-2.00%-2.00% K45+45095-3.000%2562.892562.710-2.00%-2.00% K45+455变坡点100-3.000%2562.742562.430-2.00%-2.00% K45+4605-8.900%2562.292562.115-2.00%-2.00% K45+46510-8.900%2561.852561.764-2.00%-2.00% ##########ZH-2.00%-2.00% K45+47015-8.900%2561.402561.377-2.00%-1.82% K45+47520-8.900%2560.962560.955-2.00%-1.07% ##########T20.65-8.900%2560.902560.897-2.00%-0.97% K45+48025-8.900%2560.512560.510-2.00%-0.32% K45+48530-8.900%2560.072560.065-2.00%0.43% K45+49035-8.900%2559.622559.620-2.00% 1.18%K45+49540-8.900%2559.182559.175-2.00% 1.93% ##########-2.00% 2.00% K45+50045-8.900%2558.732558.730-2.68% 2.68% K45+50550-8.900%2558.292558.285-3.43% 3.43% ##########HY-4.00% 4.00% K45+51055-8.900%2557.842557.840-4.00% 4.00% K45+51560-8.900%2557.402557.395-4.00% 4.00% K45+52065-8.900%2556.952556.950-4.00% 4.00% K45+52570-8.900%2556.512556.505-4.00% 4.00% K45+53075-8.900%2556.062556.060-4.00% 4.00% K45+53580-8.900%2555.622555.615-4.00% 4.00% K45+54085-8.900%2555.172555.170-4.00% 4.00% K45+54590-8.900%2554.732554.725-4.00% 4.00% K45+55095-8.900%2554.282554.280-4.00% 4.00% ##########YH-4.00% 4.00% K45+555100-8.900%2553.842553.835-3.43% 3.43% K45+560105-8.900%2553.392553.390-2.68% 2.68% ##########-2.00% 2.00% K45+565110-8.900%2552.952552.945-2.00% 1.93% K45+570115-8.900%2552.502552.500-2.00% 1.18% K45+575120-8.900%2552.062552.055-2.00%0.43% K45+580125-8.900%2551.612551.610-2.00%-0.32% K45+585130-8.900%2551.172551.165-2.00%-1.07% K45+590135-8.900%2550.722550.720-2.00%-1.82% ##########HZ-2.00%-2.00% ##########T138.45-8.900%2550.412550.413-2.00%-2.00% K45+595140-8.900%2550.282550.274-2.00%-2.00% K45+600145-8.900%2549.832549.854-2.00%-2.00% K45+605150-8.900%2549.392549.459-2.00%-2.00% K45+610155-8.900%2548.942549.092-2.00%-2.00% K45+615160-8.900%2548.502548.753-2.00%-2.00% K45+620变坡点165-8.900%2548.052548.442-2.00%-2.00% K45+6255-3.000%2547.902548.158-2.00%-2.00% K45+63010-3.000%2547.752547.902-2.00%-2.00% ##########缓点K45+63515-3.000%2547.602547.674-2.00%-2.00% K45+64020-3.000%2547.452547.474-2.00%-2.00% K45+64525-3.000%2547.302547.301-2.00%-2.00% ##########T26.55-3.000%2547.252547.254-2.00%-2.00% K45+65030-3.000%2547.152547.150-2.00%-2.00% K45+65535-3.000%2547.002547.000-2.00%-2.00% K45+66040-3.000%2546.852546.850-2.00%-2.00% K45+66545-3.000%2546.702546.700-2.00%-2.00% K45+67050-3.000%2546.552546.550-2.00%-2.00% K45+67555-3.000%2546.402546.400-2.00%-2.00% K45+68060-3.000%2546.252546.250-2.00%-2.00% K45+68565-3.000%2546.102546.100-2.00%-2.00%##########T68.87-3.000%2545.982545.984-2.00%-2.00% K45+69070-3.000%2545.952545.949-2.00%-2.00% K45+69575-3.000%2545.802545.783-2.00%-2.00% K45+70080-3.000%2545.652545.594-2.00%-2.00% K45+70585-3.000%2545.502545.382-2.00%-2.00% K45+71090-3.000%2545.352545.147-2.00%-2.00% K45+71595-3.000%2545.202544.890-2.00%-2.00% K45+720变坡点100-3.000%2545.052544.610-2.00%-2.00% K45+7255-8.661%2544.622544.307-2.00%-2.00% K45+73010-8.661%2544.182543.981-2.00%-2.00% K45+73515-8.661%2543.752543.633-2.00%-2.00% K45+74020-8.661%2543.322543.261-2.00%-2.00% K45+74525-8.661%2542.882542.868-2.00%-2.00% K45+75030-8.661%2542.452542.451-2.00%-2.00% ##########T31.13-8.661%2542.352542.354-2.00%-2.00% K45+75535-8.661%2542.022542.019-2.00%-2.00% K45+76040-8.661%2541.592541.586-2.00%-2.00% K45+76545-8.661%2541.152541.153-2.00%-2.00% K45+77050-8.661%2540.722540.720-2.00%-2.00% K45+77555-8.661%2540.292540.286-2.00%-2.00% K45+78060-8.661%2539.852539.853-2.00%-2.00% K45+78565-8.661%2539.422539.420-2.00%-2.00% K45+79070-8.661%2538.992538.987-2.00%-2.00% K45+79575-8.661%2538.552538.554-2.00%-2.00% K45+80080-8.661%2538.122538.121-2.00%-2.00% K45+80585-8.661%2537.692537.688-2.00%-2.00% K45+81090-8.661%2537.262537.255-2.00%-2.00% K45+81595-8.661%2536.822536.822-2.00%-2.00% K45+820100-8.661%2536.392536.389-2.00%-2.00% K45+825105-8.661%2535.962535.956-2.00%-2.00% K45+830110-8.661%2535.522535.523-2.00%-2.00% K45+835115-8.661%2535.092535.090-2.00%-2.00% K45+840120-8.661%2534.662534.657-2.00%-2.00% K45+845125-8.661%2534.222534.224-2.00%-2.00% K45+850130-8.661%2533.792533.791-2.00%-2.00% K45+855135-8.661%2533.362533.358-2.00%-2.00% K45+860140-8.661%2532.922532.925-2.00%-2.00% K45+865145-8.661%2532.492532.492-2.00%-2.00% K45+870150-8.661%2532.062532.059-2.00%-2.00% K45+875155-8.661%2531.632531.625-2.00%-2.00% K45+880160-8.661%2531.192531.192-2.00%-2.00% K45+885165-8.661%2530.762530.759-2.00%-2.00% K45+890170-8.661%2530.332530.326-2.00%-2.00% K45+895175-8.661%2529.892529.893-2.00%-2.00% ##########ZH-2.00%-2.00% K45+900180-8.661%2529.462529.460-2.00%-1.09% K45+905185-8.661%2529.032529.027-2.00%-0.09%K45+910190-8.661%2528.592528.594-2.00%0.91% ##########-2.00% 1.43% K45+915195-8.661%2528.162528.161-2.40% 1.91% ##########T198.87-8.661%2527.832527.826-3.06% 2.68% K45+920200-8.661%2527.732527.729-3.24% 2.91% K45+925205-8.661%2527.292527.312-4.08% 3.91% ##########HYK45+930210-8.661%2526.862526.918-4.92% 4.91% ##########-5.00% 5.00% K45+935215-8.661%2526.432526.547-5.00% 5.00% K45+940220-8.661%2526.002526.199-5.00% 5.00% K45+945225-8.661%2525.562525.873-5.00% 5.00% K45+950变坡点230-8.661%2525.132525.570-5.00% 5.00% ##########-5.00% 5.00% K45+9555-3.000%2524.982525.290-4.40% 4.29% ##########YHK45+96010-3.000%2524.832525.033-3.56% 3.29% ##########K45+96515-3.000%2524.682524.798-2.72% 2.29% ##########-2.00% 1.43% K45+97020-3.000%2524.532524.586-2.00% 1.29% K45+97525-3.000%2524.382524.397-2.00%0.29% K45+98030-3.000%2524.232524.230-2.00%-0.71% ##########T31.13-3.000%2524.202524.196-2.00%-0.94% K45+98535-3.000%2524.082524.080-2.00%-1.71% ##########HZ-2.00%-2.00% K45+99040-3.000%2523.932523.930-2.00%-2.00% K45+99545-3.000%2523.782523.780-2.00%-2.00% K46+00050-3.000%2523.632523.630-2.00%-2.00% K46+00555-3.000%2523.482523.480-2.00%-2.00% ##########-2.00%-2.00% K46+01060-3.000%2523.332523.330-1.42%-2.00% K46+01565-3.000%2523.182523.180-0.42%-2.00% K46+02070-3.000%2523.032523.0300.58%-2.00% K46+02575-3.000%2522.882522.880 1.58%-2.00% ########## 2.00%-2.00% K46+03080-3.000%2522.732522.730 2.58%-2.58% K46+034T84-3.000%2522.612522.610 3.38%-3.38% K46+03585-3.000%2522.582522.580 3.58%-3.58% K46+04090-3.000%2522.432522.426 4.58%-4.58% K46+04595-3.000%2522.282522.268 5.58%-5.58% ##########HY 6.00%-6.00% K46+050100-3.000%2522.132522.105 6.00%-6.00% K46+055105-3.000%2521.982521.937 6.00%-6.00% K46+060变坡点110-3.000%2521.832521.765 6.00%-6.00% K46+0655-4.000%2521.632521.587 6.00%-6.00% ########## 6.00%-6.00%K46+07010-4.000%2521.432521.405 5.08%-5.27% K46+07515-4.000%2521.232521.218 4.08%-4.47% ##########K46+08020-4.000%2521.032521.026 3.08%-3.67% K46+08525-4.000%2520.832520.830 2.08%-2.87% K46+086T26-4.000%2520.792520.790 1.88%-2.71% K46+09030-4.000%2520.632520.630 1.08%-2.07% ########## 1.00%-2.00% K46+09535-4.000%2520.432520.4300.08%-2.00% K46+10040-4.000%2520.232520.230-0.92%-2.00% K46+10545-4.000%2520.032520.030-1.92%-2.00% ##########HZ-2.00%-2.00% K46+11050-4.000%2519.832519.830-2.00%-2.00% K46+11555-4.000%2519.632519.630-2.00%-2.00% K46+12060-4.000%2519.432519.430-2.00%-2.00% K46+12565-4.000%2519.232519.230-2.00%-2.00% K46+13070-4.000%2519.032519.030-2.00%-2.00% K46+13575-4.000%2518.832518.830-2.00%-2.00% ##########ZH(全超高起点Y)-2.00%-2.00% K46+14080-4.000%2518.632518.630-2.00%-1.29% K46+14585-4.000%2518.432518.430-2.00%-0.29% K46+15090-4.000%2518.232518.230-2.00%0.71% K46+15595-4.000%2518.032518.030-2.00% 1.71% ##########(全超高起点Z)-2.00% 2.00% K46+160100-4.000%2517.832517.830-2.71% 2.71% K46+165105-4.000%2517.632517.630-3.71% 3.71% K46+170110-4.000%2517.432517.430-4.71% 4.71% ##########HY(全超高Z)-5.00% 5.00% K46+175115-4.000%2517.232517.230-5.00% 5.00% K46+180120-4.000%2517.032517.030-5.00% 5.00% K46+185Z125-4.000%2516.832516.830-5.00% 5.00% K46+190130-4.000%2516.632516.630-5.00% 5.00% K46+195135-4.000%2516.432516.430-5.00% 5.00% K46+200140-4.000%2516.232516.230-5.00% 5.00% K46+205145-4.000%2516.032516.030-5.00% 5.00% ##########YH（全超高尾）-5.00% 5.00% K46+210150-4.000%2515.832515.830-4.66% 4.66% K46+215155-4.000%2515.632515.630-3.66% 3.66% K46+220160-4.000%2515.432515.430-2.66% 2.66% ##########（CG超高结束Z)-2.00% 2.00% K46+225165-4.000%2515.232515.230-2.00% 1.66% K46+230170-4.000%2515.032515.030-2.00%0.66% K46+235175-4.000%2514.832514.830-2.00%-0.34% K46+240180-4.000%2514.632514.630-2.00%-1.34% ##########HZ(超高结束Y)-2.00%-2.00% K46+245185-4.000%2514.432514.430-2.00%-2.00% K46+250190-4.000%2514.232514.230-2.00%-2.00%K46+255195-4.000%2514.032514.030-2.00%-2.00% K46+260200-4.000%2513.832513.830-2.00%-2.00% K46+265205-4.000%2513.632513.630-2.00%-2.00% K46+270210-4.000%2513.432513.430-2.00%-2.00% ##########ZH-2.00%-2.00% K46+275215-4.000%2513.232513.230-1.54%-2.00% K46+280220-4.000%2513.032513.030-0.21%-2.00% K46+285225-4.000%2512.832512.830 1.12%-2.00% ########## 1.33%-2.00% K46+290230-4.000%2512.632512.630 2.46%-2.96% K46+295235-4.000%2512.432512.430 3.79%-4.11% ##########HY238.287-4.000%2512.302512.298 4.67%-4.86% K46+300240-4.000%2512.232512.230 5.12%-5.25% ########## 6.00%-6.00% K46+305245-4.000%2512.032512.030 6.00%-6.00% K46+310250-4.000%2511.832511.830 6.00%-6.00% ########## 6.00%-6.00% K46+315255-4.000%2511.632511.630 5.73%-5.77% ##########YHK46+320260-4.000%2511.432511.430 4.39%-4.62% ##########K46+325265-4.000%2511.232511.230 3.06%-3.48% K46+330270-4.000%2511.032511.030 1.73%-2.34% ##########缓点########## 1.33%-2.00% ##########K46+335275-4.000%2510.832510.8300.39%-2.00% K46+340280-4.000%2510.632510.630-0.94%-2.00% ##########HZ-2.00%-2.00% K46+345285-4.000%2510.432510.430-2.00%-2.00% K46+350290-4.000%2510.232510.230-2.00%-2.00% K46+355295-4.000%2510.032510.030-2.00%-2.00% K46+360300-4.000%2509.832509.830-2.00%-2.00% K46+365305-4.000%2509.632509.630-2.00%-2.00% K46+370310-4.000%2509.432509.430-2.00%-2.00% K46+375315-4.000%2509.232509.230-2.00%-2.00% K46+380320-4.000%2509.032509.030-2.00%-2.00% ##########ZH(Y)-2.00%-2.00% K46+385325-4.000%2508.832508.830-2.00%-2.00% ##########T327.746-4.000%2508.722508.720-1.45%-2.00% K46+390330-4.000%2508.632508.630-1.00%-2.00% K46+395335-4.000%2508.432508.4330.00%-2.00% K46+400340-4.000%2508.232508.239 1.00%-2.00% ########## 1.43%-2.00% K46+405345-4.000%2508.032508.048 2.00%-2.48% K46+410350-4.000%2507.832507.861 3.00%-3.32% ##########HYK46+415355-4.000%2507.632507.676 4.00%-4.16% ########## 5.00%-5.00% K46+420360-4.000%2507.432507.495 5.00%-5.00% K46+425365-4.000%2507.232507.316 5.00%-5.00% ##########变坡点367.746-4.000%2507.122507.220 5.00%-5.00% K46+430 2.254-3.000%2507.052507.141 5.00%-5.00% K46+4357.254-3.000%2506.902506.969 5.00%-5.00% ########## 5.00%-5.00% K46+44012.254-3.000%2506.752506.800 4.96%-4.97% ##########YHK46+44517.254-3.000%2506.602506.635 3.96%-4.13% K46+45022.254-3.000%2506.452506.472 2.96%-3.29% K46+45527.254-3.000%2506.302506.312 1.96%-2.45% ########## 1.43%-2.00% K46+46032.254-3.000%2506.152506.1560.96%-2.00% K46+46537.254-3.000%2506.002506.003-0.04%-2.00% ##########T40-3.000%2505.922505.920-0.59%-2.00% K46+47042.254-3.000%2505.852505.852-1.04%-2.00% ##########HZ-2.00%-2.00% K46+47547.254-3.000%2505.702505.702-2.00%-2.00% K46+48052.254-3.000%2505.552505.552-2.00%-2.00% K46+48557.254-3.000%2505.402505.402-2.00%-2.00% K46+49062.254-3.000%2505.252505.252-2.00%-2.00% K46+49567.254-3.000%2505.102505.102-2.00%-2.00% K46+50072.254-3.000%2504.952504.952-2.00%-2.00% K46+50577.254-3.000%2504.802504.802-2.00%-2.00% ##########ZH-2.00%-2.00% ##########T81.744-3.000%2504.672504.668-2.00%-1.21% K46+51082.254-3.000%2504.652504.652-2.00%-1.10% K46+51587.254-3.000%2504.502504.496-2.00%-0.10% K46+52092.254-3.000%2504.352504.329-2.00%0.90% ##########-2.00% 1.00% K46+52597.254-3.000%2504.202504.152-2.72% 1.90% K46+530102.254-3.000%2504.052503.965-3.52% 2.90% K46+535107.254-3.000%2503.902503.767-4.32% 3.90% ##########HY-4.40% 4.00% K46+540112.254-3.000%2503.752503.558-5.12% 4.90% K46+545117.254-3.000%2503.602503.340-5.92% 5.90% ##########-6.00% 6.00% K46+550变坡点122.254-3.000%2503.452503.110-6.00% 6.00% K46+5555-6.376%2503.132502.871-6.00% 6.00% K46+56010-6.376%2502.812502.621-6.00% 6.00% ##########YH-6.00% 6.00% K46+56515-6.376%2502.502502.360-5.65% 5.65% K46+57020-6.376%2502.182502.089-4.65% 4.65% K46+57525-6.376%2501.862501.808-3.65% 3.65% K46+58030-6.376%2501.542501.516-2.65% 2.65%K46+58535-6.376%2501.222501.214-1.65% 1.65% ##########-2.00% 2.00% K46+59040-6.376%2500.902500.902-2.00%0.65% ####################T40.51-6.376%2500.872500.869-2.00%0.55% K46+59545-6.376%2500.582500.583-2.00%-0.35% K46+60050-6.376%2500.262500.264-2.00%-1.35% ##########-2.00%-2.00% K46+60555-6.376%2499.952499.945-2.00%-2.00% K46+61060-6.376%2499.632499.627-2.00%-2.00% K46+61565-6.376%2499.312499.308-2.00%-2.00% K46+62070-6.376%2498.992498.989-2.00%-2.00% K46+62575-6.376%2498.672498.670-2.00%-2.00% K46+63080-6.376%2498.352498.351-2.00%-2.00% K46+63585-6.376%2498.032498.033-2.00%-2.00% K46+64090-6.376%2497.712497.714-2.00%-2.00% K46+64595-6.376%2497.402497.395-2.00%-2.00% K46+650100-6.376%2497.082497.076-2.00%-2.00% K46+655105-6.376%2496.762496.757-2.00%-2.00% K46+660110-6.376%2496.442496.439-2.00%-2.00% K46+665115-6.376%2496.122496.120-2.00%-2.00% K46+670120-6.376%2495.802495.801-2.00%-2.00% K46+675125-6.376%2495.482495.482-2.00%-2.00%断链K46+8200-6.376%2495.482495.480-2.00%-2.00% K46+8255-6.376%2495.162495.161-2.00%-2.00% K46+83010-6.376%2494.842494.842-2.00%-2.00% K46+83515-6.376%2494.522494.524-2.00%-2.00% K46+84020-6.376%2494.202494.205-2.00%-2.00% K46+84525-6.376%2493.892493.886-2.00%-2.00% K46+85030-6.376%2493.572493.567-2.00%-2.00% K46+85535-6.376%2493.252493.248-2.00%-2.00% K46+86040-6.376%2492.932492.930-2.00%-2.00% K46+86545-6.376%2492.612492.611-2.00%-2.00% K46+87050-6.376%2492.292492.292-2.00%-2.00% K46+87555-6.376%2491.972491.973-2.00%-2.00% K46+88060-6.376%2491.652491.654-2.00%-2.00% ##########T62.18-6.376%2491.522491.515-2.00%-2.00% K46+88565-6.376%2491.342491.338-2.00%-2.00% K46+89070-6.376%2491.022491.037-2.00%-2.00% K46+89575-6.376%2490.702490.753-2.00%-2.00% K46+90080-6.376%2490.382490.485-2.00%-2.00% K46+90585-6.376%2490.062490.234-2.00%-2.00% K46+91090-6.376%2489.742490.000-2.00%-2.00% K46+915变坡点95-6.376%2489.422489.782-2.00%-2.00% K46+9205-2.000%2489.322489.581-2.00%-2.00% K46+92510-2.000%2489.222489.396-2.00%-2.00%K46+93015-2.000%2489.122489.229-2.00%-2.00% K46+93520-2.000%2489.022489.078-2.00%-2.00% K46+94025-2.000%2488.922488.943-2.00%-2.00% K46+94530-2.000%2488.822488.825-2.00%-2.00% ##########T32.82-2.000%2488.772488.766-2.00%-2.00% K46+95035-2.000%2488.722488.723-2.00%-2.00% ##########ZH(Y)-2.00%-2.00% K46+95540-2.000%2488.622488.623-1.05%-2.00% K46+96045-2.000%2488.522488.523-0.05%-2.00% K46+96550-2.000%2488.422488.4230.95%-2.00% ########## 1.33%-2.00% K46+97055-2.000%2488.322488.323 1.95%-2.46% K46+97560-2.000%2488.222488.223 2.95%-3.21% ##########HYK46+98065-2.000%2488.122488.123 3.95%-3.96% ########## 4.00%-4.00% K46+98570-2.000%2488.022488.023 4.00%-4.00% K46+99075-2.000%2487.922487.923 4.00%-4.00% K46+99580-2.000%2487.822487.823 4.00%-4.00% ########## 4.00%-4.00% K47+00085-2.000%2487.722487.723 3.82%-3.87% ##########YHK47+00590-2.000%2487.622487.623 2.82%-3.12% K47+01095-2.000%2487.522487.523 1.82%-2.37% ########## 1.33%-2.00% K47+015100-2.000%2487.422487.4230.82%-2.00% K47+020105-2.000%2487.322487.323-0.18%-2.00% K47+025110-2.000%2487.222487.223-1.18%-2.00% ##########HZ-2.00%-2.00% K47+030115-2.000%2487.122487.123-2.00%-2.00% K47+035120-2.000%2487.022487.023-2.00%-2.00% K47+040125-2.000%2486.922486.923-2.00%-2.00% K47+045130-2.000%2486.822486.823-2.00%-2.00% K47+050135-2.000%2486.722486.723-2.00%-2.00% K47+055140-2.000%2486.622486.623-2.00%-2.00% K47+060145-2.000%2486.522486.523-2.00%-2.00% ##########ZH(Z)-2.00%-2.00% K47+065150-2.000%2486.422486.423-2.00%-1.18% K47+070155-2.000%2486.322486.323-2.00%-0.18% ##########T157.4-2.000%2486.272486.275-2.00%0.30% K47+075160-2.000%2486.222486.220-2.00%0.82% ##########-2.00%0.86% K47+080165-2.000%2486.122486.099-2.70% 1.82% K47+085170-2.000%2486.022485.957-3.42% 2.82% ##########HYK47+090175-2.000%2485.922485.794-4.15% 3.82% K47+095180-2.000%2485.822485.610-4.87% 4.82%##########-5.00% 5.00% K47+100变坡点185-2.000%2485.722485.405-5.00% 5.00% ##########YH-5.00% 5.00% K47+1055-6.600%2485.392485.180-5.00% 5.00% K47+11010-6.600%2485.062484.934-4.00% 4.00% K47+11515-6.600%2484.732484.667-3.00% 3.00% K47+12020-6.600%2484.402484.379-2.00% 2.00% K47+12525-6.600%2484.072484.070-1.00% 1.00% ##########T27.6-6.600%2483.902483.901-0.48%0.48% ##########HZ(ZH,Y)0.00%0.00% K47+13030-6.600%2483.742483.7430.00%0.00% K47+13535-6.600%2483.412483.413 1.00%-1.00% K47+14040-6.600%2483.082483.083 2.00%-2.00% K47+14545-6.600%2482.752482.753 3.00%-3.00% K47+15050-6.600%2482.422482.423 4.00%-4.00% ##########HY 5.00%-5.00% K47+15555-6.600%2482.092482.093 5.00%-5.00% K47+16060-6.600%2481.762481.763 5.00%-5.00% K47+16565-6.600%2481.432481.433 5.00%-5.00% K47+17070-6.600%2481.102481.103 5.00%-5.00% K47+17575-6.600%2480.772480.773 5.00%-5.00% K47+18080-6.600%2480.442480.443 5.00%-5.00% K47+18585-6.600%2480.112480.113 5.00%-5.00% ##########YH 5.00%-5.00% K47+19090-6.600%2479.782479.783 4.44%-4.44% K47+19595-6.600%2479.452479.453 3.44%-3.44% K47+200100-6.600%2479.122479.123 2.44%-2.44% K47+205105-6.600%2478.792478.793 1.44%-1.44% K47+210110-6.600%2478.462478.4630.44%-0.44% ##########HZ(ZH,Z)0.00%0.00% K47+215115-6.600%2478.132478.133-0.56%0.56% K47+220120-6.600%2477.802477.803-1.56% 1.56% K47+225125-6.600%2477.472477.473-2.56% 2.56% K47+230130-6.600%2477.142477.143-3.56% 3.56% K47+235135-6.600%2476.812476.813-4.56% 4.56% ##########HY-5.00% 5.00% K47+240140-6.600%2476.482476.483-5.00% 5.00% K47+245145-6.600%2476.152476.153-5.00% 5.00% K47+250150-6.600%2475.822475.823-5.00% 5.00% K47+255155-6.600%2475.492475.493-5.00% 5.00% ##########YH-5.00% 5.00% K47+260160-6.600%2475.162475.163-4.60% 4.60% K47+265165-6.600%2474.832474.833-3.60% 3.60% K47+270170-6.600%2474.502474.503-2.60% 2.60% K47+275175-6.600%2474.172474.173-1.60% 1.60% K47+280180-6.600%2473.842473.843-0.60%0.60% ##########HZ(ZH.Y)0.00%0.00%K47+285185-6.600%2473.512473.5130.40%-0.40% K47+290190-6.600%2473.182473.183 1.40%-1.40% K47+295195-6.600%2472.852472.853 2.40%-2.40% K47+300200-6.600%2472.522472.523 3.40%-3.40% K47+305205-6.600%2472.192472.193 4.40%-4.40% ##########HYK47+310210-6.600%2471.862471.863 5.40%-5.40% ########## 6.00%-6.00% K47+315215-6.600%2471.532471.533 6.00%-6.00% K47+320220-6.600%2471.202471.203 6.00%-6.00% ########## 6.00%-6.00% K47+325225-6.600%2470.872470.873 5.37%-5.37% ##########YHK47+330230-6.600%2470.542470.543 4.37%-4.37% K47+335235-6.600%2470.212470.213 3.37%-3.37% K47+340240-6.600%2469.882469.883 2.37%-2.37% K47+345245-6.600%2469.552469.553 1.37%-1.37% K47+350250-6.600%2469.222469.2230.37%-0.37% ##########HZ(ZH,Z)0.00%0.00% K47+355255-6.600%2468.892468.893-0.63%0.63% ##########T255.2-6.600%2468.882468.880-0.67%0.67% K47+360260-6.600%2468.562468.572-1.63% 1.63% K47+365265-6.600%2468.232468.273-2.63% 2.63% K47+370270-6.600%2467.902467.994-3.63% 3.63% K47+375275-6.600%2467.572467.736-4.63% 4.63% ##########HYK47+380280-6.600%2467.242467.499-5.63% 5.63% ##########-6.00% 6.00% K47+385285-6.600%2466.912467.283-6.00% 6.00% K47+390变坡点290-6.600%2466.582467.087-6.00% 6.00% K47+3955-0.800%2466.542466.799-6.00% 6.00% K47+40010-0.800%2466.502466.666-6.00% 6.00% K47+40515-0.800%2466.462466.554-6.00% 6.00% K47+41020-0.800%2466.422466.463-6.00% 6.00% K47+41525-0.800%2466.382466.392-6.00% 6.00% ##########-6.00% 6.00% K47+42030-0.800%2466.342466.343-5.32% 5.32% ##########缓点(YH)##########T34.8-0.800%2466.302466.304-4.36% 4.36% K47+42535-0.800%2466.302466.303-4.32% 4.32% K47+43040-0.800%2466.262466.263-3.32% 3.32% K47+43545-0.800%2466.222466.223-2.32% 2.32% K47+44050-0.800%2466.182466.183-1.32% 1.32% K47+44555-0.800%2466.142466.143-0.32%0.32% ##########HZ(ZH,Z)0.00%0.00% K47+45060-0.800%2466.102466.103-0.68%0.68% K47+45565-0.800%2466.062466.063-1.68% 1.68%K47+46575-0.800%2465.982465.983-3.68% 3.68% K47+47080-0.800%2465.942465.943-4.68% 4.68% ##########HY-5.00% 5.00% K47+47585-0.800%2465.902465.903-5.00% 5.00% K47+48090-0.800%2465.862465.863-5.00% 5.00% K47+48595-0.800%2465.822465.823-5.00% 5.00% K47+490100-0.800%2465.782465.783-5.00% 5.00% K47+495105-0.800%2465.742465.743-5.00% 5.00% ##########YH-5.00% 5.00% K47+500110-0.800%2465.702465.703-4.04% 4.04% K47+505115-0.800%2465.662465.663-3.04% 3.04% K47+510120-0.800%2465.622465.623-2.04% 2.04% K47+515125-0.800%2465.582465.583-1.04% 1.04% K47+520130-0.800%2465.542465.543-0.04%0.04% ##########HZ(ZH,Y)0.00%0.00% K47+525135-0.800%2465.502465.5030.96%-0.96% K47+530140-0.800%2465.462465.463 1.96%-1.96% K47+535145-0.800%2465.422465.423 2.96%-2.96% K47+540150-0.800%2465.382465.383 3.96%-3.96% K47+545155-0.800%2465.342465.343 4.96%-4.96% ##########HY 5.00%-5.00% K47+550160-0.800%2465.302465.303 5.00%-5.00% K47+555165-0.800%2465.262465.263 5.00%-5.00% K47+560170-0.800%2465.222465.223 5.00%-5.00% K47+565175-0.800%2465.182465.183 5.00%-5.00% K47+570180-0.800%2465.142465.143 5.00%-5.00% ##########YH 5.00%-5.00% K47+575185-0.800%2465.102465.103 4.13%-4.13% K47+580190-0.800%2465.062465.063 3.13%-3.13% K47+585195-0.800%2465.022465.023 2.13%-2.13% K47+590200-0.800%2464.982464.983 1.13%-1.13% K47+595205-0.800%2464.942464.9430.13%-0.13% ##########HZ(ZH,Z)0.00%0.00% K47+600210-0.800%2464.902464.903-0.58%0.58% K47+605215-0.800%2464.862464.863-1.25% 1.25% K47+610220-0.800%2464.822464.823-1.92% 1.92% K47+615225-0.800%2464.782464.783-2.58% 2.58% K47+620230-0.800%2464.742464.743-3.25% 3.25% K47+625235-0.800%2464.702464.703-3.92% 3.92% ##########HY-4.00% 4.00% K47+630240-0.800%2464.662464.663-4.00% 4.00% K47+635245-0.800%2464.622464.623-4.00% 4.00% K47+640250-0.800%2464.582464.583-4.00% 4.00% K47+645255-0.800%2464.542464.543-4.00% 4.00% K47+650260-0.800%2464.502464.503-4.00% 4.00% K47+655265-0.800%2464.462464.463-4.00% 4.00%##########-4.00% 4.00% K47+665275-0.800%2464.382464.383-3.91% 3.91% K47+670280-0.800%2464.342464.343-3.25% 3.25% K47+675285-0.800%2464.302464.303-2.58% 2.58% K47+680290-0.800%2464.262464.263-1.91% 1.91% K47+685295-0.800%2464.222464.223-1.25% 1.25% K47+690300-0.800%2464.182464.183-0.58%0.58% ##########HZ(ZH,Y)0.00%0.00% K47+695305-0.800%2464.142464.1430.06%-0.06% ##########T306.5-0.800%2464.132464.1310.19%-0.19% K47+700310-0.800%2464.102464.1000.49%-0.49% K47+705315-0.800%2464.062464.0470.91%-0.91% K47+710320-0.800%2464.022463.984 1.34%-1.34% K47+715325-0.800%2463.982463.910 1.77%-1.77% K47+720330-0.800%2463.942463.825 2.20%-2.20% K47+725335-0.800%2463.902463.729 2.63%-2.63% ##########HY 3.00%-3.00% K47+730340-0.800%2463.862463.623 3.00%-3.00% K47+735变坡点345-0.800%2463.822463.506 3.00%-3.00% K47+7405-4.100%2463.622463.378 3.00%-3.00% K47+74510-4.100%2463.412463.239 3.00%-3.00% K47+75015-4.100%2463.212463.090 3.00%-3.00% K47+75520-4.100%2463.002462.930 3.00%-3.00% K47+76025-4.100%2462.802462.759 3.00%-3.00% ##########YH 3.00%-3.00% K47+76530-4.100%2462.592462.577 2.82%-2.82% K47+77035-4.100%2462.392462.385 2.11%-2.11% ########## 2.00%-2.00% ##########T38.5-4.100%2462.242462.244 1.61%-2.00% K47+77540-4.100%2462.182462.183 1.39%-2.00% K47+78045-4.100%2461.982461.9780.68%-2.00% K47+78550-4.100%2461.772461.773-0.04%-2.00% K47+79055-4.100%2461.572461.568-0.75%-2.00% K47+79560-4.100%2461.362461.363-1.47%-2.00% ##########HZ-2.00%-2.00% K47+80065-4.100%2461.162461.158-2.00%-2.00% K47+80570-4.100%2460.952460.953-2.00%-2.00% K47+81075-4.100%2460.752460.748-2.00%-2.00% K47+81580-4.100%2460.542460.543-2.00%-2.00% K47+82085-4.100%2460.342460.338-2.00%-2.00% K47+82590-4.100%2460.132460.133-2.00%-2.00% K47+83095-4.100%2459.932459.928-2.00%-2.00% K47+835100-4.100%2459.722459.723-2.00%-2.00% K47+840105-4.100%2459.522459.518-2.00%-2.00% K47+845110-4.100%2459.312459.313-2.00%-2.00% ##########ZH(Z=左转)-2.00%-2.00%。
道路工程施工组织设计(内容较全面)
目录一、工程概况------------------------------------------------ 错误！未定义书签。
（一）、道路工程概况： ---------------------------------- 错误！未定义书签。
（二）、排水工程概况： ---------------------------------- 错误！未定义书签。
（三）、照明工程概况： ---------------------------------- 错误！未定义书签。
（四）、交通工程概况： ---------------------------------- 错误！未定义书签。
（五）、绿化工程概况： ---------------------------------- 错误！未定义书签。
（六）工程施工条件--------------------------------------- 错误！未定义书签。
二、编制依据------------------------------------------------ 错误！未定义书签。
三、施工部署------------------------------------------------ 错误！未定义书签。
（一）、施工工序 ------------------------------------------- 错误！未定义书签。
（二）施工段划分------------------------------------------ 错误！未定义书签。
（三）管理目标--------------------------------------------- 错误！未定义书签。
四、施工进度计划和各阶段进度的保证措施--------- 错误！未定义书签。
（一）施工进度计划--------------------------------------- 错误！未定义书签。
施组高速公路标准道路拓宽改造工程施工组织设计(含桥梁加宽、收费站工程)
施组高速公路标准道路拓宽改造工程施工组织设计（含桥梁加宽、收费站工程）XX大道南段二期第一合同施工组织设计编制：审核：审批：目录一、编制依据 (1)二、工程概况 (1)2.1工程范围 (1)2.2工程地貌特征 (3)2.3工程地质条件 (3)2.4工程水文条件 (4)2.5不良地质路段情况 (4)2.6气候特征 (4)2.7主要工程量 (5)2.8工程特点 (7)三、工程总体部置 (8)3.1管理机构的设置及职能 (9)3.2施工作业面的划分 (9)3.3施工机械设备及测量试验仪器部署 (10)3.4施工材料部署 (10)3.5项目经理部主要管理人员和部门负责人及主要职责 (10)四、施工总平面布置及交通组织 (16)4.1 施工总平面布置原则 (16)4.2 施工总平面布置 (17)4.3施工用水 (18)4.4施工用电 (18)4．5通讯设备 (18)4．6施工便道及施工栈桥 (19)4．7地下管线的加固措施 (19)4．8场地硬化 (20)4．9同有关部门配合疏导交通设计 (20)五、施工方法 (22)5.1施工准备 (22)5.2施工进度计划 (29)5.3桥梁工程 (33)5．4道路部分 (89)6施工工艺流程图 (154)1.1XX大道南段二期（XX高速-XX岐口）工程施工招标文件及补充说明、设计图纸及技术规范的内容。
1.2现行公路桥涵设计规范、施工技术规范及规程、公路桥涵工程质量评定标准、公路工程预算定额。
1.3本企业技术能力、设备状况、管理水平及施工经验。
1.4现场勘查资料。
1.5“标前会会议纪要”及招标文件补遗书。
二、工程概况2.1工程范围本工程修筑起点为K0+500,接XX高速立交修筑终点，修筑终点为K15+800,路线全场15.3km。
主要为利用现状道路拓宽改造，XX高速~油田联络线段路线走向同现状路，向西侧拓宽。
在油田联络线处变线新建。
工程总造价8.2亿元，工期24个月。
某道路路面扩建工程施工组织设计
某道路路面扩建工程施工组织设计某道路路面扩建工程施工组织设计一、项目概况该道路路面扩建工程位于某市，总长度为1000米，路面扩建宽度为10米，主要改造内容包括道路路面、排水系统、交通标志、路灯等。
本工程旨在提高道路通行能力，改善交通状况，为市民提供更好的出行条件。
二、施工组织原则1. 安全第一：在施工过程中，始终将安全放在首位，确保工人和过往车辆的安全。
2. 质量保证：严格按照设计要求施工，确保工程质量和使用寿命。
3. 进度控制：合理安排施工进度，保证工程按时完成。
4. 环保节能：在施工中采取环保措施，减少对环境的影响。
5. 文明施工：重视施工队伍素质培养，保持施工现场整洁有序。
三、施工组织方案1. 组织人员：根据工程需要，成立专门的施工指挥部，由项目经理担任指挥部的负责人。
指挥部下设工程部、质检部、安全保卫部等，分别由专业人员负责。
2. 施工序列和进度安排：（1）道路清扫：在施工前，对道路进行清扫，清理杂物和垃圾。
（2）挖掘：按照设计要求，使用挖掘机进行地面掏空工作，保证路面扩建的宽度和深度。
（3）土方回填：将挖掘出来的土方进行回填，使用压路机对土方进行夯实，确保路面的平整度。
（4）路面铺设：采用先铺设碎石底层，再进行沥青混凝土表层的铺设工艺，确保路面的牢固度和平整度。
（5）排水系统施工：在道路两侧进行排水沟的挖掘和排水管道的敷设，确保道路在降雨后能够快速排水。
（6）路缘石施工：在道路两侧进行路缘石的安装，确保道路的整体美观和安全。
（7）交通标志和路灯安装：在施工结束后，安装交通标志和路灯，确保道路交通的规范和安全。
3. 施工机械和材料：（1）施工机械：挖掘机、压路机、铺路机、水泥搅拌机等。
（2）材料：沥青混凝土、碎石、路缘石、排水管道等。
4. 安全措施：（1）负责人和施工人员必须持有合格的证书，经过相关培训。
（2）施工现场设置安全警示标识，增加安全意识。
（3）安排专人负责现场安全监督，及时处理安全事故和隐患。