The depressed slab condition features two continuous number four reinforcing bars and a variable depression depth sized per plan up to twelve inches maximum, extending a minimum of one foot six inches or six times the slab thickness. The non-bearing slab edge rests on compacted subgrade with a thickened edge extending a minimum of one foot zero inches or verified per soils report, featuring an eight inch minimum base and a one-to-one slope transition. Both conditions include continuous reinforcement and slab thicknesses sized per plan.
EDGE OF SLAB CONDITION (NON-BEARING) DEPRESSED SLAB CONDITION (2) #4 CONT UNO "t" 1 1 TYPICAL TOC SLAB ELEVATION, SEE PLAN THIS POINT SHOWN ON PLAN THUS: FINISH GRADE OR PAVING SEE PLAN (12" MAX) DEPRESSION "t" SEE PLAN SEE PLAN SLAB SEE PLAN SLAB SOILS REPORT 1'-0" MIN VERIFY W/ 8" MIN OR 6t 1'-6" MIN
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