Site work and paving for a civil project in Dobbin, Texas. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Water, Sanitary, Drainage and Paving Facilities Magnolia Springs Section 5B Question Deadline 08/07/2024 at 12:00 PM CT SANITARY SEWER IMPROVEMENTS 1 . 8 - inch SDR-26 ASTM D-3034 pipe, at all depths, including plugs, stacks, risers, connections, standard bedding, backfill and testing 2.6 - inch Near Side SDR-26 ASTM D-3034 sanitary sewer service lead, including wye, plugs, bedding and backfill, and cleanout, 3.6 - inch Far Side SDR-26 ASTM D-3034 sanitary sewer service lead, including wye, plugs, risers, bedding and backfill, and cleanout, 4.Sanitary sewer manhole, at all depths, including final rim elevation adjustment, Complete in Place. 5. Trenchless construction of 8 - inch sanitary sewer by wet bore method, Complete in Place WATER IMPROVEMENTS . 8 - inch C900 AWWA (DR18) waterline including all bends, fittings, gate valves and other water appurtenances, Complete in Place. . 8 - inch C-900 AWWA (DR18) waterline with restrained joint fittings, including all bends, gate valves and other water appurtenances, Complete in Place. . Standard Flush Valve apparatus including all leads, tees, valves, fittings, thrust blocking, and final elevation adjustment, Complete in Place. . Wet connection to existing 8" waterline, including removal of blow off valve & box, and plug & clamp, Complete in Place. STORM SEWER IMPROVEMENTS . 18 - inch RCP, ASTM C-76, Class III, at all depths, Complete in Place. . 24 - inch RCP, ASTM C-76, Class III, at all depths, Complete in Place. . 30 - inch RCP, ASTM C-76, Class III, at all depths, Complete in Place. . 4' x 7' Reinforced concrete box, all depths, Complete in Place. PAVING . Site preparation of cut and fill areas, stripping of topsoil, removal of vegetation, and stockpile. . Roadway excavation, including hauling, spreading, and compacting on-site to achieve final lot grades. This is the volumetric difference between the existing surface and the proposed top of subgrade, inside the right of way. An estimated volume of 400 CY has been calculated as required fill behind back of curb (2') and is included in the excavation quantity. No adjustments will be made based on variance of actual quantities. Start date- Beginning of October