Dallas Retaining Walls Near Streets: The Excavation Needed to Build Them
A Dallas retaining wall needs room for its foundation, drainage, and construction excavation. Learn how streets and easements affect that work.
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Texas Excavation and Foundation Engineering Guides
Planning guides for Texas excavation, access, existing-structure, dewatering, and sloping-site questions.
Texas projects in this library address boundaries, public access, existing structures, construction dewatering, and sloping sites. Those conditions can affect the space available for support, the information needed from the project team, and the sequence used to build below grade.
Read the guides as planning references for a specific site. The related projects shown here are documented California examples, included to illustrate comparable engineering conditions rather than Texas project work.
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Fort Worth Basement Shoring: Tiebacks, Bracing, and Limited Space
How tiebacks, internal bracing, ramps, and temporary foundations change the space needed to construct a Fort Worth basement.
Austin Excavation Shoring: Working Beside Streets and Sidewalks
How underground support, utilities, and temporary street use affect Austin excavation shoring, including the difference between agreements and permits.
San Antonio Adaptive Reuse: Adding Below-Grade Space to an Existing Building
Adding a basement or pit to an existing San Antonio building? See how foundations, retained structures, and equipment access shape the shoring design.
Houston Basement Excavation: How Groundwater Affects Shoring
Groundwater affects shoring, water control, and basement construction. Understand how those designs connect on a Houston excavation.
El Paso Hillside Development: Retaining Walls and Foundation Excavation
A hillside building pad needs room for retaining walls, foundation excavation, drainage, and equipment. See how those constraints affect an El Paso project.
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Related California project examples
See comparable site conditions.
These are documented California examples that show comparable engineering conditions.
Intuit Dome
Cefali and Malcolm Drilling coordinated shoring around a court more than 30 feet below grade, construction access, large crane loads, and locations where tieback agreements were unavailable.
3930 W. Century Blvd., Inglewood, CA 90303
755 Fig
Excavation depths ranged from 25 to 97 feet, with heavy adjacent-building surcharges, internal bracing, underpinning, and temporary pedestrian-access support.
755 S. Figueroa St. (now Beaudry at 960 W. 7th St.), Los Angeles, CA
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