两港大道北至江山路南段护岸施工方案

'芦潮港水闸外移工程2标两港大道北至江山路南（河道断面一）施工专项方案河南省水利第二工程局芦潮港水闸外移工程2标项目部2014年8月 两港大道北至江山路南（河道断面一）施工专项方案一、工程概况工程名称：芦潮港水闸外移工程2标工程地址：浦东新区芦潮港镇建设单位：上海市堤防（泵闸）设施管理处项目管理：上海水利投资建设有限公司设计单位：上海市水利工程设计研究院监理单位：上海宏波工程咨询管理有限公司施工单位：河南省水利第二工程局目标工期：2014年9月1日～2014年12月30日芦潮港水闸外移工程2标位于浦东新区芦潮港镇，河道起点为大芦线港池末端接点（桩号0+000），终点为水闸内引河起点（桩号4+675.9）。设计河口线宽60m，规划红线宽72m。主要施工内容为新建浆砌石护岸、防汛道路、交通桥梁及河道土方疏浚。二、护岸结构型式 本工程涉及天然气岸段（两港大道北至江山路南）属于河道断面一结构型式。从河道向护岸方向依次为含木桩导梁、浆砌石护坡、浆砌石挡墙、河道绿化及防汛道路。三、施工工艺流程施工工艺流程：施工准备→搭设临时围挡→护岸施工→河道土方疏浚→墙后土方回填→三维土工网植草护坡施工→防汛道路施工→河道土方疏浚→完工验收及撤场。四、施工技术方案1、施工准备施工准备主要包括人员准备、机械准备、物资准备和技术准备。开工前根据工程实际，提前做好人员、物资、机械准备，同时做好图纸会审、技术交底工作，为开工做好准备。2、搭设临时围挡为确保施工安全，施工前项目部将采用彩钢板将施工区域和外界隔离开来。彩钢板通过铁丝固定在钢管上，形成统一美观封闭的施工围挡。根据施工需要设置大门，供施工车辆及作业人员进出。3、护岸施工3.1修筑顺河围堰为保证干地施工，施工前沿河道方向修筑顺河草土围堰，围堰用土采取就近原则，尽量采用基坑开挖用土。3.2木桩施打木桩施打前先进行测量放样，然后施打两端导向木桩，木桩施打采用人工配合挖掘机的方式进行。根据设计要求每隔2m施打一 根直径150mm的圆木桩（木桩底高程-5.55m），直线段保持顺直，圆弧段连接平顺。如果木桩位置刚好位于天然气管道保护区域（管道左右2m范围），则将木桩位置进行适当调整，避开天然气管道保护区域。3.3导梁施工为加快施工进度，施工采取流水作业方式，即木桩施打一段，导梁施工一段。导梁为C25钢筋砼结构型式，导梁钢筋绑扎完成、模板安装完毕经施工自检及监理验收合格后，即可进行混凝土浇筑施工。3.4挡墙钢筋砼底板浇筑钢筋砼底板施工前先浇筑100mm厚C15素砼垫层，垫层施工完成具备一定强度后进行400mm厚C25底板施工。底板施工时根据设计图纸进行施工放样，并用墨线在垫层上准确弹出模板位置线。底板钢筋绑扎完成、模板安装完毕经施工自检及监理验收合格后方可进行底板混凝土浇筑。3.5边坡修整及浆砌石护坡施工浆砌石护坡施工前，根据设计图纸进行施工放样和边坡修整，边坡修整完成并经监理工程师验收合格后方可进行后续浆砌石施工。浆砌石施工时依次在坡面铺设250g/m2的土工布，100mm厚的碎石垫层，最后进行坡度1:3.5的浆砌石护坡砌筑。3.6浆砌石挡墙施工在底板混凝土浇筑至面层时，在距砌石边线40cm的内部埋设露面块石。在底板浇好并达到设计强度80%后，清理底板上的泥浆、砼薄层，以保证底板和墙身紧密结合，防止两者之间形成渗透通道，混凝土底板面凿毛处理，然后在底板上弹出墙身位置，每10 m左右设置一个树立砌筑样架。同时要按照设计要求安放￠70mm＠1500mm的塑料排水管。浆砌块石采用坐浆法砌筑，砂浆标号M10。所有石料均采用质地新鲜、坚硬完整、强度高、耐风化、具有良好抗水性的岩浆岩块石，页岩、泥灰岩、粘土岩以及扁平细长和已经风化的块石均不得采用。上灰浆之前应洒水湿润，冲洗干净，分层砌筑，分层坐浆，随铺浆随砌筑。铺上浆后，依次砌筑角石、腹石，然后在中间铺砂浆，嵌以块石，空隙处用砂浆捣实，防止出现空洞。上下层块石要错缝，水平缝宽应小于2.5cm，竖缝宽小于4cm。挡墙砌筑完成后要及时勾缝，迎水面采用1：2水泥砂浆勾平缝3.7钢筋砼压顶施工浆砌石挡墙施工完成，经过一段时间养护具备一定强度后后即可进行进行钢筋砼C20钢筋砼压顶施工。压顶钢筋绑扎完成、模板安装完毕经施工自检及监理验收合格后，即可进行压顶混凝土浇筑施工。混凝土浇筑后要及时进行洒水养护，养护时间一般不少于14天。4、墙后土方回填浆砌石挡墙施工完成，墙后400mm×600mm用250g/m2无纺土工布包碎石结构的排水棱体通长布置完成后，方可进行土方回填。土方回填时一定要注意回填土的质量，不符合要求的土禁止在本工程使用。土方回填要分层进行，每层回填土厚度不宜超过300mm，使其干重度不小于14.5KN/m3。5、三维土工网植草护坡施工即可转入三维土工网植草护坡施工。植草护坡施工前同样先 墙后土方回填及边坡修整，修整采用人工配合机械的作业方式，使边坡达到1:2.5的坡度要求；再在修筑好的土坡上铺设三维土工网，最后进行植草。6、防汛道路施工防汛道路结构为素土路基+200mm碎石垫层+200mm粉煤灰三渣+80mm粗沥青砼+30mm细沥青砼。6.1土路基施工清除施工场地的表层腐殖土及树根、垃圾等杂物后，方可进行土路基碾压施工，土路基碾压要保证足够的密实度。6.2碎石垫层施工垫层碎石应具有一定粗细粒料级配，透水性良好，质地坚硬，不含有风化石、山皮、泥土块、有机物等有害物，标准尺寸0-75mm。摊铺采用平地机进行摊铺，严禁使用齿耙拉平料堆；摊铺砾石应均匀一致，无粗细颗粒分离现象；碾压由路边向中线逐次倒轴碾压，边缘处应先碾压3～4遍，碾型应先轻后重，最后以10t以上重型碾压成活；碾压过程中亦应随时洒水,保持湿润；碾压后如发现砂窝或梅花现象，应将多余的砂或砾石挖出，分别掺入适量的砾石或砂处理，并补充碾压，不得采用粗砂或用砾石覆盖的处理方法；碾压完成经监理工程师检查合格后的第二天开始养生。在养生期内洒水养护，使基层表面保持湿润，并封闭交通。湿养不少于7天。6.3粉煤灰三渣基层施工本工程用 粉煤灰三渣在有生产资质的厂家集中采购，施工现场不设置拌合系统。三渣基层在摊铺前对碎石垫层进行复检，符合分项工程质量要求后，才能进行三渣层摊铺。三渣层混合料运至工地后，为保证质量，应及时摊铺碾压，以“随送随铺，当天碾压”为原则，若受施工条件限制不能及时摊铺，在工地堆放的时间不得超过2天(早强混合料不得超过1天)，混合料的最佳含水量以二灰细料“手捏成团，落地能散”为度，摊铺前在路幅边缘修筑土坝，坝高为三渣的厚度。在平地机大致推平的情况下，采用人工整平。摊铺时应按顺序进行，切勿东铲西补，应随时补缺，使粉煤灰三渣层密实均匀，应掌握“宁高勿低，宁铲勿补”的原则。终压采用轻型压路机，静压2～3遍，碾压先轻后重，自路边向路中。轮迹重叠双轮为300mm，碾压后保证表面无明显轮印，轮迹深度不大于5mm，压实度≥90%，表面密实平整为准。严禁在刚压实或正在碾压的路段上，进行压路机或送料机的转弯、调头、急刹车并且严禁停放施工机械，保证基层质量。粉煤灰三渣层碾压成型后，应注意早期养护，使强度得到正常发展，特别是在施工后二星期内，应保持三渣层表面保持湿润，但不得以水柱直接冲向路表，一般干热夏季须每天洒水，湿冷季节如表面未干燥泛白，可不洒水。粉煤灰三渣基层压实后一星期内必须按一定的质量要求进行检查，以便及时补救不合格之处。成型后的三渣上严禁车辆通行。6.4路侧石施工本工程侧石设计强度为C15、尺寸为200mm× 400mm全部在有资质的厂家进行采购。6.4.1测量放线a.侧石在路面基层完成后，未铺筑沥青面层前施工；b.侧石可在铺筑路面基层后，沿路面边线刨槽、打基础安装；也可在修建路面基层时，在基础部位加宽路面基层作为基础；也可利用路面基层施工中基层两侧自然宽出的多余部分作为基础，基础厚度及标高要符合设计要求。c.测量放线:路面中线校核后，在路面边缘与侧石交界处放出侧石线，直线部位10m一根桩；曲线部位5m一根桩；路口及分隔带等圆弧，1～5m一根桩，也可用皮尺画圆并在桩上标明侧石顶面标高。6.4.2刨槽a.人工刨槽：按桩的位置拉小线或打白灰线，以线为准，按要求宽度向外刨槽，一般为一平锨宽（约30cm）。靠近路面一侧，比线位宽出少许，一般不大于5cm，不要太宽以免回填夯实不好，造成路边塌陷。刨槽深度比设计加深1～2cm，以保证基础厚度，槽底修理平整。b.如在路面基层加宽部分安装侧石，将基层平整即可，免去刨槽工序。6.4.3侧石安装a.安装侧石前按侧石顶面宽度误差的分类分段铺砌，以达到美观。安装时先拌制1∶3（体积比）水泥砂浆铺底，砂浆厚度3cm。b.按桩线及侧石顶面测量标高拉线绷紧，按线码砌侧石。事先算好路口间的侧石块数，切忌中间用断侧石加楔，曲线处侧石 注意外形圆滑，相邻侧石间缝隙用0.8cm厚木条或塑料条掌握。侧石铺砌长度不能用整数除尽时，剩余部分用调整缝宽的办法解决，但缝宽不大于1cm。不得已必须断侧石时，将断头磨平。侧石要安正，切忌前倾后仰，道牙石顶线顺直圆滑平顺，无凹进凸出前后高低错牙现象，顶面平整，符合标高要求。c.在侧石后背现浇C15素砼后戗，以稳固侧石。6.4.4勾缝勾缝前必须再行挂线，调整至顺直、圆滑、平整，方可进行勾缝。先把缝内的土及杂物剔除干净，并用水湿润，然后用1∶2.5（体积比）水泥砂浆灌缝填实勾平，用弯面压子压成凹形。砂浆初凝后，用软扫帚、扫除多余灰浆，并适当泼水养护，不少于3d。最后达到整齐美观。6.4.5出入口转角侧石，分隔带端圆弧侧石，半径太小，预制弧形侧石，难以适应时，工地用薄板，就地支模，现场浇制，水泥砼标号不低于C30级，并泼水养护不少于7d。6.4.6侧石的排砌必须稳定，侧石背后必须紧贴现浇的混凝土块，使侧石密实、稳固。6.5沥青砼面层施工本工程沥青砼面层厚110mm，分为80mm粗粒式、30mm细粒式两种。由于现场禁止生产沥青砼，沥青砼全部外购。6.5.1基层检验 摊铺前，先对下承层进行全面检查，不合格之处及时补救，对于三渣基层表面保持干燥，打扫干净，无浮灰、浮石、泥土等杂物，局部不平或成坑的地方，先用沥青混合料整平。摊铺前检查工程施工范围内侧石是否已固定到要求高程，侧壁涂好沥青粘层。6.5.2摊铺机械摊铺时间选在上午九时至下午四时之间进行。摊铺时若分条进展时，每条进展不宜过长，以缩短纵缝接缝间隔时间，做到随摊铺随碾压密实。摊铺时尽可能做到快卸、快摊，及时碾压及时成活，做到沥青摊铺到哪里，碾压跟到哪里。6.5.3碾压对刚摊铺的沥青，考虑直接采用重碾压效果比较低，且重碾的混合料冷却较快，故先采用双轴双轮轻碾1～2遍，达到形成路拱，整平和初步压实，不仅可促使混合料不致散热太快，且对成形后路面平整度质量较易控制，随后用重碾进行碾压，达到规范规定的压实度和平整度。6.5.4找细摊铺出现粗糙、麻面的地方采用垫细料及时找补，以使沥青混凝土表面达到密实平整，为防止细料温度散热过快，在筛细料时，筛子尽可能放低，但碾压后不再找细，以免细料不能与路面粘结为一整体，行车后发生脱皮现象。6.5.5接缝对于纵横接缝，采用“毛茬垫接” 的方法进行处理，即将已冷却的沥青混凝土刨毛见新，清扫干净刷一层油并用喷灯烘烤，随后沿接缝处摊铺一条混合接料，及时搂平加以夯打，并略高于原沥青混凝土，最后及时骑茬压实。7、河道土方疏浚河道土方疏浚是本工程的主要施工内容之一，施工采用水上挖掘机挖泥装船，泥驳船运至指定地点（码头），岸上挖掘机挖运上岸装车，自卸汽车运至指定排泥场弃土。由于河道疏浚断面最低高程为-1.5m,施工时特别注意，在开挖天然气管线保护区域时，应避开天然气管线保护范围（管道左右2m范围），避免天然气管线破坏。8、撤场及恢复交通本段护岸、防汛道路及河道土方疏浚施工完毕，经验收合格后，立即撤离施工机具材料，清理现场，尽快恢复秋萍路交通。五、质量保证措施影响工程施工质量的五大要素分别是人员、机械设备、材料、施工方法、施工环境。1、提高人员的质量观念加强对每个施工人员的质量意识教育，提高质量意识，自觉按操作规程进行作业，在质量控制上加强自觉性。施工管理人员，特别是质检人员，应随时对操作人员所施工的内容、过程进行检查，在现场为他们解决施工难点，进行质量标准的测试、指出达不到质量要求及标准的部位，要求操作者整改。坚持“三检”制度，严格工序交接制度，对工程质量实行“自检、互检、工序交接检”是我局一直坚持的检查制度，本工序不合格不下转，上道工序不合格不接收，并填写工序交接卡。 隐蔽工程由施工、建设单位共同验收，填写隐蔽工程验收记录，验收各方签字盖章．凡属隐蔽工程必须首先办理隐蔽手续；监理单位签字后，方可进行下道工序施工。2、机械设备的控制对所用的机械设备，根据本工程需要从设备选型、主要参数性能及使用操作要求加以控制。做好各类机械的保养工作，确保机械的施工效率；合理的配置施工机械的工作区域，确保不出现机械的闲置现象。对施工方案中选用的模板、支撑等施工设备，除按使用的标准定型选用外，按设计及施工要求进行专项设计，并对设计方案及制作质量的控制及验收作重点控制。3、材料的控制施工材料的质量，尤其是用于结构施工的材料质量，将会直接影响到整个工程的结构安全，故在各种材料进场时，一定要求供货商随货提供产品的合格证或质保书，同时对钢材及时做复试分析报告，只有当复试报告、分析报告等全部合格后方能允许用于施工。对于商品砼，在施工前必须提交有关资料审核，通过后才能用于施工。同时要求在浇筑时，做符合要求的试块，并在同等条件下进行养护，及时试压以确保砼的施工质量。为保证材料质量，要求材料管理部门严格按公司有关规定及相关质量体系文件进行操作及管理。对采购的原材料、构(配)件、半成品等，均要建立完善的验收及送检制度，杜绝不合格材料进入现场，更不允许不合格材料用于施工。材料供应使用过程中，必须做到“四验”、“三把关”。即是“ 验规格、验品种、验数量、验质量”，由“材料验收人员把关、技术质量试验人员把关、操作人员把关”，以保证用于本程上的各种材料均是合格优质的材料。计量工作在整个质量控制中是一个重要的措施，在计量工作中，我们将加强各种计量器具的检测工作，按公司的计量管理规定进行周密管理。同时，按要求对各操作程序绘制相应的计量网络图，使整个计量工作符合国家计量规定的要求，使整个计量工作完全受控，从而确保工程施工质量。4、施工方法的控制施工方法的先进合理是直接影响工程质量、工程进度及工程造价的关键因素，施工方法的合理可靠还直接影响到工程施工安全，因此在工程项目质量控制系统中，制定和采用先进合理的施工工艺是工程质量的重要环节，对施工方法的质量控制主要包括以下内容：全面正确的分析工程的特征、技术关键条件等资料，明确工程验收一次性合格的质量目标。仔细阅读施工工艺，了解施工流程，编制科学合理的作业指导书，在确保安全、质量前提下，合理制定施工进度阶段性控制计划，“四新”技术应用计划及优化施工方案。合理选用施工机械和施工临时设施，合理布置施工总平面图。设置管理点，对不同事项，工序，环节中的重点部位设置管理点。5、施工环境的控制环境因素对工程施工的影响一般难以避免，为了避免和消除其对施工质量的不利影响，主要采取预测预防的控制方法： 对地质水文等方面的影响因素的控制，更具设计要求，和现场的地质、水文资料采取相应的控制措施，如加设施工围堰、排水的技术控制措施。对天气气象方面的不利条件，在方案中制定专项施工方案(防汛预案、雨季施工方案等)明确施工措施，落实人员、器材等方面各项准备以紧急应对，以降低其对施工质量的不利影响。环境因素可能造成的施工中断，也会对工程质量造成不利影响，我们通过加强管理、调整计划等措施，加以控制。六、安全保证措施认真贯彻“安全第一、预防为主”的方针。1、区域内车船多，区域内交通安全，派专人指挥交通，设立临时交通标志。2、建立健全岗位责任制，实行日、旬安全检查制度，查出隐患必须及时整改。3、对全体人员进行安全教育，以提高施工人员在操作中增强自我保护的安全意识，在思想上、操作上真正引起重视，做到“安全生产，预防为主”，项目部签订有安全生产保护指标和措施内容的安全承包协议书，各工种施工负责人必须对本工种班组的安全生产工作负责，签订安全协议书，要做到有针对性的详细的安全技术交底，提出明确的安全要求，并组织人员监督检查。做好安全生产，各施工班组必须按各自的操作规程安全作业，施工现场应设置安全警示牌，进入施工现场必须戴好安全帽。 4、加强施工设备管、用、养、修工作，加强设备、机械及易损耗部件的巡回检查和保养工作，使设备始终处于良好的正常工作状态，避免设备维护保养不当，而造成机损或人身安全事故，各种设备的安全防护装置要可靠有效，并定期检查安全性能。5、施工期间按时收听气象，做好记录，并绘制晴雨表，当遇有台风、暴雨等恶劣气象时，需服从当地主管部门的统一指挥，及时采取必要的安全防范措施，确保船舶和人身安全。6、施工现场按规定悬挂“七牌二图”与安全标牌，另外做到有固定标语和针对性的醒目标牌，确保安全生产。7、施工用电中照明、配电箱、开关箱、架空线、电缆线、接地接零必须严格按规程操作、布置。电工必须持证上岗，编制用电施工组织设计，实行定期检查制度。现场实行三相五线制。8、施工应根据水位特点做好临防的保养工作，确保临防的顶部有足够富裕高程，同时加强巡查密度，做到及时加固与修筑。9、特种作业人员必须经培训考试合格后持证上岗。七、施工特别注意事项1、做好施工技术交底的同时专职安全员要做好安全技术交底，全面参与过程监督，指导施工车辆安全进出、人员安全作业；2、施工人员进入施工现场要穿戴防护用品，穿好救生衣，戴好安全帽，严防溺水、机械损伤等安全事故发生；3、施工正值高温季节，项目部要合理安排施工时间，为作业人员提供必要的御暑用品，防止中暑事件发生；4、施工前要与有关部门进行沟通，弄清楚地下管线分布情况，编制详细的管线保护方案，防止破坏地下管线事故发生； 5、挖掘机等特种作业人员要持证上岗，严禁无证作业。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&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