Specifications include, but are not limited to: A. Joint and crack treatment a. Remove all existing joints sealant from all joints and cracks. b. Prime joints with 2 coats of Sikalastic EP Primer. c. Install new backer rod and apply Sikaflex 2cNS TG. d. Route all cracks 1/16” or greater in width to ½”. e. Prime prepared cracks and with 2 coats of Sikalastic FTP LoVoc Primer. f. Fill primed cracks with Sikaflex 2cNS TG. B. Surface prep, priming and rehab. a. Mechanically prepare the areas to be coated by shotblasting to a achieve a CSP 3-4. b. Prime prepared surfaces with 2 coats of Sikalastic FTP LoVoc at approx. 200 sf/gal/coat. c. Fill in any remaining surface defects, salt finish and ponding areas with Sikadur 22 lomod epoxy/sand slurry and broadcast. C. Deck Coating a. Apply a detail coat of Sikalastic 720 basecoat at over prepared cracks and joints a 23 mils (70 sf/gal). b. Apply Sikalastic 720 basecoat over the field at 23 mils (70sf/gal). c. Apply an intermediate coat of Sikalastic 745 at 115 sf/gal, seed with aggregate and backroll. d. Apply a topcoat of Sikalastic 745 at 90 sf/gal, seed with aggregate and backroll. D. The Contractor shall furnish all labor, materials, tools, equipment, supervision and permits necessary to identify areas requiring repair, remove all existing sealants, repair cracks and reseal the concrete deck in accordance with the contract, drawings and Manufacturer's recommended practice. Refer to Attachment D for further details. E. The Contractor shall be fully knowledgeable of all the requirements within the contract documents as well as all job site conditions that could affect their work. The Contractor shall have a C-8 Concrete Contractor license. F. The Contractor shall confirm all given information and notify the building owner / owner's representative, prior to bid, of any conflicts that will affect the quality or cost of the proposal. G. Any Contractor wishing to submit a proposal using an alternative concrete sealing product other than the approved manufacturer(s) must submit a pre-qualification request in writing at least fourteen (14) days prior to the bid date justifying in writing that the alternate is of equal quality and performance in ALL RESPECTS to the high performance selected foundation of this specification. Failure to submit a timely pre-qualification proposal will be grounds for total rejection of the contractor's proposal.