Specifications include, but are not limited to: n The subsurface soils at this site generally consist of Clayey Gravel (GC), Clayey Sand (SC) and Poorly Graded Sand (SP). n Groundwater was encountered at shallow depth ranging between 2 to 3 feet below existing grade during drilling activities. n The estimated Potential Vertical Rise (PVR) at this site is less than 1 inch in its present condition. n The proposed building may be supported by either shallow or deep foundation system. The proposed communication tower will be supported on drilled piers n Remedial earthwork measures will be required for grade supported slab structures. n The subsurface conditions within the site are consistent with the characteristics of the Seismic Site Class C as defined in International Building Code Site Classification (IBC) 2015. n Both flexible and rigid pavements can be considered for the project.