1310 SE EVERETT MALL WAY Geotech Report 2022-10-25

i t ��s �nfnrnuuinn �l"``'�i ToBuild On �•��•� September 15, 2011 Mr. John M. Keen Darden Restaurants, Inc. Design and Construction � � �C�'�-�-C'�� 1000 Darden Center Drive Orlando, Florida 32837 Subject: Geotechnical Engineering Services Report Proposed Olive Garden Restaurant Everett Mall Everett, Washington PSI Project No. 712480-1 Dear Mr. Keen: Professional Service Industries, Inc. (PSI) has completed a subsurFace exploration program at the above referenced project site. The proposed restaurant is located in the northern parking lot of the Everett Mall which has an address of 1402 SE Everett Mall Way in Everett, Snohomish County, Washington as shown on the Vicinity Map, Figure 1. The subsurface exploration was conducted to provide information needed for recommendations for site preparation and foundation design and construction for the referenced restaurant. The services herein were completed in general accordance with "Technical Consulting Services AgreemenY' dated May 18, 1999 between Darden and PSI. The following report presents the results of the study, as well as opinions and recommendations pertaining to the geotechnical aspects of the project. 1.0 PROJECT INFORMATION 1.1 Site Location and Proiect Description The Site Exploration Plan, Figure 2, shows the layout of the proposed restaurant. PSI has been provided with a site plan prepared by GHA Architecture/Development. PSI understands that the proposed Olive Garden restaurant will consist of a wood framed one- story building supported on conventional concrete foundations. The structure may have some exterior masonry, and there will be a concrete slab-on-grade. PSI anticipates that foundation loads will be approximately 1 to 3 kips per linear foot for strip footings, and that column loads will be as high as 50 to 75 kips. We understand that new pavements will not be constructed as part of this development. We expect that site grading will include cuts or fills of less than 2 feet. Please notify us if the design loads or site grading will be different from that assumed so that we can re-evaluate and modify our recommendations, if needed. The information presented in this section was used in the evaluation. Estimated loads and corresponding foundation sizes have a direct affect on the recommendations, including the type of foundation, the allowable bearing pressure, and the estimated settlement. In addition, estimated subgrade elevations and cut/fill depths also have a direct affect on the provided recommendations. Prolcssional Sen�ice IndusU�ics_Inc..24113—�G°i Avenue West_Mountlake'I�erracc.Wn 98043.Phonr 42S/24&2400.I�aa 425/248-2401