A cantilever bulkhead and retaining wall assembly utilizes soldier piles and lagging extending down from existing grade. The excavation depth H is filled with slurry, and the lower portion features a concrete embedment of 2500 psi concrete extending to the bottom of the excavation and bottom of the footing. Dimensions for depth d and width are detailed per schedule. Soil conditions and backfill profiles are established relative to existing grade.
d SEE SCHEDULE H FILL BALANCE WITH SLURRY 2500 PSI CONC. BOTTOM OF FOOTING (BOF)/ BOTTOM OF EXCAVATION (BOE) EXISTING GRADE (EG) SOLDIER PILE LAGGING 6 -
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