Exterior Concrete: a. Approximately 16,766 sq. ft. b. 4" thick, 4,000 psi limestone mix, air entrained concrete c. Light broom finish d. 10 gauge welded wire fabric reinforcement throughout. e. Gray vinyl expansion between pours f. Hand Tooled Control Joints approximately 10'x10' squares g. Include a $3,500.00 allowance in pricing for overhead pumping h. Fine grading and compaction to be included in pricing. i. Include a $2,500.00 allowance in pricing for additional grading if necessary j. Include 573' of asphalt cutting (assume 6" thick along radius of track to create a flat surface to place concrete against) k. All concrete abutting track asphalt shall be hand jointed and that joint is to be filled with flowable asphalt filler such as Gold Star Cold Pour Crack Filler #315 or comparable material. l. Cure and seal shall be applied to all concrete pours per manufacturers specifications. m. All cleanup work to be completed within 3 business days after final pour. n. All washout debris to be removed from site by contractor. Interior Concrete (Pole Structure): o. 30'x60"- 1,800 sq. ft. p. 4" thick 4,000 psi limestone mix concrete q. Power trowel finish r. 10 gauge welded wire fabric reinforcement throughout. s. Fine Grading /compaction to be included in pricing t. 2' of 2" rigid Foamular NGX 250 insulation to be installed around the perimeter of the structure in sand grade. u. 6 mill plastic under slab as vapor barrier. v. Saw cut control joints 10'x10' squares w. Expansion material between outside perimeter of the slab and the skirt board. x. All clean-up work to be completed within 3 business days after final pour. y. All washout debris to be removed from site by contractor.
