Site work for a playground / park / athletic field in Miami Beach, Florida. Completed plans call for site work for a playground / park / athletic field.

MCC 7360 RPQ 22230223001 scope of work provided by the Miami-Dade County Parks, Recreation and Open Spaces Construction & Maintenance Division for work to be completed at Haulover Park - Pickleball Courts. 1.1) Contractor shall construct new 150' x 130' asphalt foundation with concrete curb apron/perimeter for placement of six (8) pickleball court's (per owner shop drawing) to include post/nets, lined for play per USA Pickleball Association (USAPA) guidelines/specifications. 1.2) Contractor shall be required to submit topographical survey to insure finish court surface is consistent elevation north/south-east/west to while maintaining slope required per USA Pickleball Association (USAPA) court guidelines/specifications. 1.3) Contractor shall reference owner site drawing for foundation location, foundation shall be at grade elevation with slope per owner shop drawing detail, shoulder dressing shall apply pending existing site ground elevations. 1.4) Subgrade Preparation to include removal of all rock, vegetation (including root systems), debris, and unsuitable topsoil from the area. To prevent future growth, treat the subgrade with an approved soil sterilant. The subgrade must be shaped to meet true lines and elevations to be compacted not less than 95 percent of maximum laboratory density. The surface of the compacted subgrade must not vary more than 3/4 inch from the established grade. 1.5) Base construction for asphaltic concrete (finish surface) rock base material must be placed on the prepared subgrade in equal lifts of a thickness no more than 6 inches or less for a total thickness of 12". The material must be spread and compacted to the required thickness and density as specified shown per owner's drawings. The surface of the completed base must not deviate more than 3/8 inch when measured with a 10-foot straight edge but must slope 1 inch per each 10 feet on a true plane from side to side, end to end, or corner to corner as indicated. Slope from existing asphalt to new court concrete apron on North Side to create a gradual transition to new courts. 1.6) Concrete header curb to perimeter (owner drawing detail) of foundation to be constructed with 28 day 3,000 PSI concrete, sub base to be well compacted and/or tested with a 98% minimum density or LBR 40 based on AASHTO T-180 modified proctored test. 1.7) Finish surface asphaltic concrete course to include tack coat applications, tack coat shall be heated and applied in a thin uniform layer at a rate of .03 and .15 gallons per square yard. Asphaltic concrete placement shall be compacted to the required thickness and density to a minimum 1" inch thick type S-1 to all areas. 1.8) Apply (4) coats color concentrate finish to new surface. (Green, Blue as per parks standard) per USA Pickleball Association (USAPA) court guidelines/specifications. Color coat materials shall exceed or equal to Laykold or Plexipave manufactures product. 1.9) Line for play per USA Pickleball Association (USAPA) court guidelines/specifications. 1.10) Install net post/nets per USA Pickleball Association (USAPA) court guidelines/specifications. 1.11) Contractor shall meet USA Pickleball Association (USAPA) guidelines/specifications upon completion of court surface applications and all color coat applications. Areas where court surface requires repairs, contractor will use materials per manufacture specifications to match existing conditions. Court patching to courts as required to insure displacement of water, maintain level surface not to exceed (pickleball/tennis/racquetball) tournament sport court specifications, court patch areas shall include additional color coat prior to finish color coat applications to ensure even color finish. 1.12) Contractor shall complete color coat applications to areas repaired to match existing color surface. 1.13) Contractor shall install 4' FT fence system between the pickleball courts leaving 5' space from edge of court. perimeter fence (See Fence Dimension Attachment). The 4' FT High divider fencing shall have a Yellow Corrugated Fence Cap at 4 1/2 " diameter covering the knuckle-to-knuckle fabric finish & top rail of divider fencing. 1.14) Contractor shall complete asphalt walkway placement per owner drawing. Asphalt walkway 130'LF x 10' (approximately 1,300 SF) with ADA Accessible Ramp transition from existing asphalt to new courts on South Side. 1.15) Existing Court at West Side shall be enlarged to 130'-0" x 70'-0" with concrete Apron and New Perimeter Fence to integrate a total of (8) new courts. Existing courts shall be refinished to match new courts on East side and provide smooth transition. 1.16) Contractor shall install 70/30 mix or sod at edges of all areas disturbed by construction activities, contractor shall include fine hand grading and supplying topsoil mixture to bring soil/sod to even elevation with edge of new asphalt placement, some areas when needed may need additional materials. 1.17) Contractor understands and accepts that this scope of work entails installation of complete new chain-link vinyl fencing system/installation to perimeter in curb (10') as alternate per owner drawing/specifications. This installation shall consist of new components, including but not limited to fence mesh/fence fabric shall be Thermofused/Permafused II Polyolefin Coating or Spectra Poly (Vinyl Chloride) (PVC) Coated, supports, bracing, hinges, any other accessories, or the complete installation of the fence construction with new materials Project Duration - 90 days PROJECT ESTIMATE(S): Contract Base: $225,000.00 PROJECT LOCATION: Haulover Park - 13700 Collins Avenue. Miami Beach, FL 33154 SBE-Cons) goal of 20.44%