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ALTERNATIVE CONSTRUCTION TECHNIQUES IN GLEN ELLYN, ILL. MINIMIZE NEIGHBORHOOD DISRUPTION

机译:伊利诺伊州格伦·艾林(GLEN ELLYN)的替代施工技术最小化邻里干扰

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The Village of Glen Ellyn, IL, an older established residential community, experienced storm drainage problems in their Kenilworth Basin. RJN Group analyzed the system and developed recommendations that contained flows within the sewers while minimizing construction impact on the existing cityscape and residents. The project site is a fully developed residential neighborhood with mature trees and public schools located to the north and south limits of the project. Maintaining pedestrian and resident safety were also primary project goals.Much of the existing pipe was located 15- to 17-feet beneath 28 large parkway trees and partially under the concrete pavement (with monolithic curb) of the roadway. The final design used pipe bursting on three pipe segments. About 500 feet of horizontal directional drilling was also employed to replace a very shallow 8" storm sewer with a deeper 16" IPS sewer at the beginning of the project. Excavation for open cut construction was needed only for a short segment of shallow sewer line and for the drilling pits.The total construction length was about 1700 feet.The trenchless construction techniques minimized the negative impacts to the mature landscape and existing pavement and disruption to the community. While the street was closed to through traffic the area was open at all times to local traffic, pedestrians, and schoolchildren attending either school.
机译:伊利诺伊州Glen Ellyn村是一个较老的居民社区,在其Kenilworth盆地遇到了暴雨排水问题。 RJN Group对系统进行了分析,并提出了包含下水道内流量的建议,同时最大程度地减少了施工对现有城市景观和居民的影响。该项目场地是一个完全开发的居民区,在该项目的南北边界处有成熟的树木和公立学校。维护行人和居民的安全也是项目的主要目标。 现有的大部分管道位于28棵大公园树木下方的15至17英尺处,部分位于巷道的混凝土路面(带有整块路缘)下方。最终设计在三个管段上使用了爆管。在项目开始时,还使用了大约500英尺的水平定向钻探,以较深的16“ IPS排水管代替了很浅的8”雨水管。仅在一小段浅水管和钻探坑中才需要进行明挖施工的开挖。 总建筑长度约为1700英尺。 非开挖施工技术将对成熟景观和现有路面的破坏以及对社区的破坏最小化。街道禁止通行时,该地区始终开放给当地交通,行人和就读这所学校的学童。

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