Site work for a stadium in Anniston, Alabama. Completed plans call for site work for a stadium.

All General Contractors bidding on this project shall be required to visit the site and examine all existing conditions prior to submitting their proposal and shall be arranged by the contractor with the school system. All Bidders shall have general liability and workmans compensation insurance. 1. A complete synthetic turf system, consisting of a vertical draining gravel blanket and nominal 2i to 2.5i long polyethylene-blended, monofilament fiber, tufted into a dimensionally stable, three component primary backing with a secondary backing consisting of a minimum of 22- 26 ounces of urethane per square yard. 2. A resilient infill system consisting of a mixture of rubber granules and rounded silica sand, specifically designed to provide the feel, performance, and safety of an optimally maintained natural grass surface. The finished surface shall have the planarity and subtle undulations normally associated with typical natural grass athletic fields/soccer. 3. A vertical draining field base consisting of a compacted layer of Open Graded Stone (OGS) with a under-drain system installed above a geo-textile membrane. The end of the drains are placed directly into the perimeter trench system containing a properly sized perforated pipe covered with free draining stone that discharges into a designated storm water outlet. 4. The artificial turf shall be specifically designed, manufactured and installed for the intended sports and events. Typically sports include but are not limited to football. At the time of substantial completion, the system's shock attenuation shall have an average G-max value less than 125 based on ASTM-F355A. At no time shall the G-max value exceed 175 throughout the life of the warranty. 5. Acceptance of prepared sub-base. 6. Coordination with related trades to ensure a complete, integrated, and timely installation: Aggregate base course, sub-base material (tested for permeability), grading and compacting, piping and drain components (when required); as provided under its respective trade section. The project shall be bid excluding taxes. Bids must be submitted on proposal forms furnished by the Architect or copies thereof. No bid may be withdrawn after scheduled closing for receipt of bids for a period of ninety (90) days. The Owner reserves the right to reject any or all proposals and to waive technical errors if, in the Owners judgment, the best interests of the Owner will thereby be promoted. A certified check or Bid Bond payable to Anniston City School System in an amount not less than five percent (5%) of the amount of the bid, but in no event more than $10,000.00 must accompany the bidders sealed proposal. Performance and statutory labor and material payment bonds will be required at the signing of the Contract. All bidders bidding in amounts exceeding that established by the State Licensing Board for General Contractors must be licensed under the provisions of Title 34, Chapter 8, Code of Alabama, 1975, and must show evidence of license before bidding or bid will not be received or considered by the Architect. All bidders shall show such evidence by clearly displaying current license number on the outside of sealed envelope in which the proposal is delivered. Include your first & last name, company name, address, phone number and the project name and number. Print sets are to be returned in reusable condition within ten days after bid opening. All RFIs and RFAs regarding the bid documents shall be sent and addressed through emails found on the RFI and RFA forms in the project manual. NOTE: ONLY THE RFI AND RFA FORMS IN THE PROJECT MANUAL WILL BE ACCEPTED. The Architect will not accept inquires via telephone or fax. "Plans and specifications are for viewing purposes only. Official sets must be obtained from McKee and Associates."