500 LAUREL DR 2016-01-01 MF Import

Geotechnical Engineering Study Page 4 00-2267 Three Story Addition - 500 Laurel Street, Everett January 31, 2001 for use in concrete floor slab design, or axial, lateral and uplift capacities for driven-in-place steel pin-piles to develop supplemental foundation support, if appropriate, ■ Evaluation of the potential magnitude and rate of total and differential settlement likely to occur under the imposed building addition dead and live loads, ■ Provision of geotechnical recommendations for design of buried below ground retaining walls to include active and passive equivalent fluid weights and a fictionai resistance coefficient, ■ Evaluation of the stability of the sites' steeper westem perimeter bluff slope under static and dynamic (earthquake) conditions, ■ Evaluation of the sites' potential for liquefaction under earthquake conditions and, if appropriate, an estimate of the potential magnitude of liquefaction se�tlement that might occur, ■ Provision of geotechnical recommenaations for seismic design, including the 1997 UBC criteria for site profile, horizontai acceleration, and Ca and Cv coefficients, ■ Development of a geotechnical opinion regarding the appropriate minimum setback distance from the nearby western bluff slope, ■ Provision of geotechnical recommendations for short and long term site drainage and erosion control measures, and ■ Provision of four copies of a final �vritten report summarizing the above informatio�. 13 3