Specifications include, but are not limited to: To excavate, process and compact sub grade materials to comply with the geotechnical engineering by COZ engineering dated February 15, 2024 (APPENDIX F). The contractor is to build the water storage tank foundation pad in accordance with the COZ engineering recommendations and the Contain Water systems detail (APPENDIX G). All proposals will be required to include all materials including but not limited to fill, steel reinforcement and concrete to comply with the geo technical report and the Contain Water systems detail. The main slab area not specified to be footings will be 6” thick with steel reinforcement. All waste materials will be required to be removed from site by the contractor. The finished pad elevation will be determined by what best balances the existing ground slope. The contractor will be required to include final clean and final grading including water drainage grading. A mandatory prebid site meeting will be held at the address above on April 8, 2024 at 09:00am. Bids will be due by 2:00pm on April 29, 2024. Contractor to level and construct a 12’x12’ engineer fill pump house pad adjacent to the water storage tank pad. The location will be determined at the pre-bid meeting. Inclusions: -Contractor to provide a minimum of 2 densities for the subgrade compaction and a minimum of 2 densities per lift on the engineer fill. Exclusion: Anchor bolts and brackets; Water provided by owner