Specifications include, but are not limited to: PHASE I. Site Work A. Owner to mark out the four corners and establish a benchmark. B. Owner to complete all site work and dirt work. Dirt pad shall be compacted to 95% standard and graded to within 1/10 ft of grade. C. Owner will provide the proper slope on the dirt pad. We recommend a maximum slope of 1” per every 10’ (0.83% slope). We also recommend that the courts slope in a single plane from East to West or from West to East. D. Owner shall have site properly graded to shed water and to prevent ponding of water on the jobsite. E. Owner will supply all grade fill and/or sand fill if required. F. Contractor will layout courts and verify elevations and corners with Owner. G. Contractor will fine grade the subgrade (up to 1” deviation) using fill sand provided by Owner. H. Contractor will clean up all court construction debris (Owner to supply dumpster, or other method of disposal for construction debris) I. Owner to grade out and supply all landscaping around slabs after slabs are poured. J. Contractor not responsible for ruts left on site caused by court construction or surfacing process. Owner shall provide direct access and maintain suitable access throughout the project. PHASE II. Slab Construction Phase A. Contractor will provide an Engineered shop drawing for the PT slab foundation. The slab will be Engineered to meet a minimum of 125 PSI residual compressive strength. B. Contractor will install PT slab foundation for (3) courts to the dimensions shown on plans. The overall slab area will be (121’- 6” x 181’-5” @ 5” thick) to accommodate 6 full size tennis courts. C. Contractor will dig perimeter footings (12-inch-wide x 12 inch deep). D. Contractor will install a double 6mill polyethylene moisture barrier. E. Contractor will install one-half inch post-tension cables on center in both directions of the slab as per the Engineered PT slab drawing. F. The court will be poured with 3,500 psi concrete, straight cement mix with Mid-Range water Reducing agent. No Fly-ash is allowed in concrete mix design. Fly-ash prevents the adhesion of the court paint. G. Contractor will supply a concrete pump truck. H. Contractor will fully stress cables approximately one week after the concrete is poured PHASE III. Tennis Court Fencing – Black Vinyl A. Contractor will Supply and Install Black Vinyl fencing around court(s), includes: 485’ of 10ft tall and 198’ of 4ft tall fencing. B. Includes top and bottom railing. C. Includes (6) 4’x7’ gates, & (1) 4’x4’ gates. D. Specifications for the fence material are as follows: a. 3" SS40 Terminal & corner posts b. 3" SS40 line posts c. 1 ⅝" railings as per plans (continuous top & bottom railing). d. 9 gage core, 8gage finish, Class 2B Fused and Bonded Black Vinyl chain link fence mesh, 1 ¾ inch mesh vv
