Construct two (2) New Tennis Courts: Refer to Location “A” in Section G – Contract Drawings for further reference. The project involves constructing two (2) new tennis courts, which are 36 feet wide and 78 feet long, and with an overall pad dimension of 118 feet wide and 110 feet long, with the following Scope of Works (SOW): a) Excavate and compact subbase and base course (minimum at least 95% FDT) with proper slope (minimum of 1% toward away from the center of the court) and proper storm drainage surface. b) Provide a new 5” thick dark, green-colored concrete slab with a compressive strength of 3,000 psi after 28 days of pouring. See Section G for the sample of the existing dark-green colored concrete chip. c) The new concrete slab will have #5 reinforcement deformed bars in both directions and be placed 12 inches apart. The reinforcement bars will be ASTM A615, Grade 60 or 40. d) Provide and install concrete pipe sleeves and footing for the tennis net posts. e) Provide and install moisture/vapor barriers and non-extruded ¾” thick expansion joint filler material on the new concrete slab. f) Fill the gaps with a non-sag sealant or self-leveling sealant to fill the gaps for either the expansion joint or the sawed joint. g) Provide pavement markings and stripping paint. h) Supply and install the missing 78’ length x 4’ high chain link fence, including any necessary repair to access the existing fence when complete. i) Remove and replace the existing concrete entryway, 4’ wide x 6’ in length, “in-kind,” including the height adjustment of the current fence gate. j) Provide a 3- to 5-foot-wide earth swale or re-grade the low-lying spots along the perimeter side of the newly poured concrete slab. Reconstruct one (1) Tennis/Multi-Purpose Court Refer to Location “B” in Section G – Contract Drawings for further reference. The project involves the reconstruction of an existing single tennis court, which will be utilized as a multi-purpose court. The dimensions of the new court will be 27 feet wide and 78 feet long, with an overall dimension of 56 feet wide and 118 feet long. The following Scope of Works (SOW): a) Remove and replace the existing 30’ length x 10’ high fence for access and necessary repair when complete. b) Demolish and dispose of the existing asphalt pavement tennis court and tennis posts. c) Excavate and compact the subbase and base course materials (minimum at least 95% FDT) with a proper slope (at least a minimum of 1% toward away from the center of the court) and proper storm drainage surface. d) Provide moisture/vapor barriers and non-extruded ¾” inches thick expansion joint filler material on the new concrete slab. e) Fill the gaps with a non-sag sealant or self-leveling sealant to fill the gaps for either the expansion joint or the sawed joint. f) Provide a new 5” thick dark green colored concrete slab with a compressive strength of 3,000 psi after 28 days of pouring. See Section G for the sample of the existing dark-green colored concrete chip. g) The new concrete slab will have #5 reinforcement deformed bars in both directions, placed 12 inches apart. The reinforcement bars will be ASTM A615, Grade 60 or 40. h) Provide a 3- to 5-foot-wide earth swale or re-grade the low-lying spots along the perimeter side of the newly poured concrete slab.
