This structural section details a reinforced concrete lube containment pit supported by piles. The concrete slab features a thickness of three hundred millimeters with continuous top and bottom reinforcing bars placed at two hundred millimeter centers each way. Two fifteen-millimeter continuous bars are provided on each face typically, alongside fifteen-millimeter hooked bars spaced at three hundred millimeters on each face. The pit incorporates recesses for metal grating and requires waterproofing membrane and insulation as detailed in the architectural drawings. Dowel bars are installed per general notes at the wall connection, and pile support under the slab on grade is referenced to sheet S-MB-0.01.
MB-7.2 350 300 600 300 550 2100 300 400 REFER CONNECTION DETAIL TS-MISC-42/S-G-0.14 1 1 300 300 1 1 GRATING 2-15M CONT EF TYP DOWELA AS PER GENERAL NOTES 20M@200 EW 20M@200 EW T&B 15M@300 HOOKED EF TYP 20M@200 O/C TYP 100 50 INSUALTION SEE ARCH, TYP WATERPROOF MEMBRANE SEE ARCH, TYP 300 303 FOR REINF, SEE PLANS 150 SEE S-MB-0.01 FOR PILE UNDER SLAB ON GRADE
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