The Project consists of: Grind all existing asphalt to a depth of 3’’ on hard court and haul off debris. See attached Map for exact locations. Re Compact Approx (54,000) sq ft. Add aggregate base rock to provide proper drainage. Possible drain height adjustments for proper drainage. Place 3’’ thick of ½’’ state spec hot mix and compact to maximum density Approx (54,000) sq ft. Seal and stripe in two applications of waterborne traffic marking paint 30 days after install. Striping to reflect like for like with slight changes to hardcourt (location of activity lines hopscotch etc.) Install petromat if after 3'' off haul there is still a layer of asphalt. All measurements to be verified by contractor prior to start of work. Contractor is responsible for having area USA prior to install. Installers are responsible for keeping site secure. Clean area and complete final inspection Construction Schedule based on the school’s summer schedule June 1st to July 24th
