Text on the drawing
WATERPROOFING PER ARCH IF REQUIRED SHORE WALL UNTIL SLAB HAS REACHED DESIGN STRENGTH SLAB ON GRADE 42" 30" #5@16" CONC. CURB PER WHERE OCCURS (SIZE PER ARCH'L) H EL = +/- 0'-0" "F" BARS TYP 1'-6" 2" CLR 2" PAVEMENT OR HARDSCAPE PER ARCH Ld PER VARIES (SEE DETAIL) PER PLAN TIES CONT "S" BAR (EA SIDE) DRAIN PER ARCH'L AS REQD EXTERIOR WALL AND ATTACHMENT PER (SAD) 2'-2" GRID "G" BARS b1 t b2 / 1 S0.1.1 DOWELS TO MATCH (V) REINF "D" BARS "A" BARS t "B" BARS "C" BARS D
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