FOUNDATION ENGINEERING EVALUATION AND RECOMMENDATIONS. 6.1 The Consultant shall analyze the information developed by investigation or otherwise available to the Consultant, including those aspects of the subsurface conditions which may affect design and construction of proposed structures, and shall consult with the Owner's Representative and the Consultant on the design and engineering requirements of the Project. Based on such analysis and consultation, the Consultant shall submit a professional evaluation and recommendations for the necessary areas of consideration, including but not limited to the following: 6.1.1 Foundation support of the structure and slabs, including soil bearing pressures, bearing elevations, foundation design recommendation and anticipated settlement. 6.1.2 Anticipation of, and management of, groundwater for design of structures and pavements. 6.1.3 Lateral earth pressures for design of walls below grade, including backfill, compaction and subdrainage, and their requirements. 6.1.4 Soil material and compaction requirements for site fill, construction backfill, and for the support of structures and pavements.
Appears in 2 contracts
Samples: Master Geotechnical, Material Testing, and/or Special Inspections Services Agreement, Consulting Agreement
FOUNDATION ENGINEERING EVALUATION AND RECOMMENDATIONS. 6.1 The Consultant engineer shall analyze the information developed by investigation or otherwise available to the ConsultantENGINEER, including those aspects of the subsurface conditions which may affect design and construction of proposed structures, and shall consult with the Owner's Representative and the Consultant Architect on the design and engineering Engineering requirements of the ProjectPROJECT. Based on such analysis and consultation, the Consultant ENGINEER shall submit a professional evaluation and recommendations for the necessary areas of consideration, including but not limited to the following:
6.1.1 a. Foundation support of the structure and slabs, including soil bearing pressures, bearing elevations, foundation design recommendation recommendations and anticipated settlement.
6.1.2 b. Anticipation of, and management of, groundwater for design of structures and pavements.
6.1.3 c. Lateral earth pressures for design of walls below grade, including backfill, compaction and subdrainage, and their requirements.
6.1.4 d. Soil material and compaction requirements for site fill, construction backfill, and for the support of structures and pavements.
Appears in 2 contracts
Samples: Geotechnical Services Agreement, Geotechnical Services Agreement