Industry Case Study: Desert Storm Elite Dance Studio
Challenge
Situation: The footprint of this new structure was too close to an existing retaining wall to allow for excavation of the footing to the required depth without compromising the wall.
Challenges: Providing a foundation that would carry the load of the new 2 story block structure without compromising the adjacent retaining wall.
Solution
Solution: Excavate a shallow footing and install 88 pre-construction Helical Piles to depths of 10 ft. to 15 ft. The piles installed were 2 7/8” round shaft piles manufactured by Foundation Supportworks. Cut each pile 6” above the bottom of the excavation and attach a pile cap. This provided a deep foundation system that would support the load of the new structure.
Conclusion: The helical piles provided a foundation that allowed the structure to be constructed to the original footprint without compromising the existing retaining wall and keeping the project on schedule.
