A concrete continuous footing supports a concrete curb reinforced with two number five longitudinal bars and number five longitudinal bars spaced at twelve inches on center. The footing contains transverse and longitudinal reinforcement sized per the footing schedule, tied into number five dowels spaced at twelve inches on center with alternate hook directions. An isolation joint with a rigid joint filler strip separates the curb from the adjacent slab, which is installed over rigid insulation. Rammed aggregate piers are positioned below the continuous footing per the supplier specifications. A stepped footing elevation indicates transition dimensions with a maximum height of two feet and bottom reinforcement matching the footing.
B/FTG B/FTG T/SLAB LOW SIDE OF STEP STEP SYMBOL ON PLAN TO MATCH FOOTING BOT REINF 2'-0" MAX H MIN FTG THICK H MIN H 0.5 H MIN FTG THICK THICK FTG Lb, TYP SEE PLAN AND FTG SCHED FOR SIZE AND DEPTH ALTERNATE HOOK DIRECTION DEPTH SIZE #5 DOWELS @ 12" OC LONGITUDINAL REINF PER FTG SCHED TRANSVERSE REINF PER FTG SCHED RAMMED AGGREGATE PIERS BELOW CONTINOUS FOOTING PER SUPPLIER. SEE 2/S410 FOR MORE INFORMATION. 1'-6" ISOLATION JOINT WITH RIGID JOINT FILLER STRIP CONCRETE CURB (2) #5 LONG. #5 LONG BARS @ 12" OC 2/S410 RIGID INSULATION PER ARCH PER PLAN ( 8" MAX)
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