Las Brisas HOA, Solana Beach

Project: Coastal Bluff Seawall and Undercut Infill

Client: Las Brisas Condominiums HOA

Location: Solana Beach, CA

Design Engineer:

Soil Engineering Construction, Inc.

Contractor:

Soil Engineering Construction, Inc.

Geotechnical Engineer:

Anthony Taylor Consultants, Inc.

Government Permit Agent:

The Trettin Company

Project Description:
Severe undercutting of the lower coastal bluff projected a significant near future failure that would extend from the beach to the top of the bluff. The project included the design and construction of a 120' long, 35' high lower coastal bluff seawall. Work included the installation of three rows of 75' long tiebacks and the application of hand-sculpted, color-treated structural shotcrete. 

Although returns were placed into the bluff at both terminating points of the wall, the Las Brisas HOA was advised that projected off-site failure to the south, due to the continuation of the undercut bluff, would result in the need for a future extension of the southern return. This failure did occur as projected within a few years of the seawall's construction and SEC, Inc. subsequently returned to the site to construct an 8' long, 35' high hand-sculpted, color-treated reinforced shotcrete return wall along the project site's southerly boundary.

The initial seawall project received an Emergency Conditional Use Permit from the Solana Beach City Council and a Coastal Development Permit from the California Coastal Commission. The site location also required that a lease be negotiated with the California State Lands Commission. The follow-up work for the extended return wall received a Development Review Permit from the city and an amendment to the original Coastal Development Permit from the Coastal Commission

  • Coastal Bluff Stabilization (120')

  • Seawall Coverage: 4,000 Sq. Ft.

  • Epoxy-Coated Steel Reinforcement

  • 33 Drilled Tiebacks / Multi-Strand Anchors

  • Hand-Sculpted / Color-Treated Shotcrete Finish

  • Undercut Infill: +/- 100 Cu. Yds.

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