Roads width (the usable surface) shall be at least 4 metres for internal roads and 6 meters for main site access road, or as per relevant local requirements. The turning radius shall besufficient to allow access for maintenance and replacement of the largest components and for emergency personnel.Dust control measures are to be implemented during construction as well as permanent measures at the end of construction to minimise dust during operation and maintenance activities.Parking and storage areas sufficient for operation and maintenance of the Facilities shall be foreseen and provided. 2.1.6 FoundationsPrior to construction the Contractor shall carry out all necessary geological and geotechnical investigations and studies so as to satisfy itself of the ground conditions.In the Contractor’s calculation notes and drawings, the following information, as a minimum, shall be made available to the Employer:• Detailed foundations characteristics (type, dimensions).• Reinforcement characteristics (diameter, steel grade, protection against corrosion).• Concrete characteristics (grade, composition). and,• Static and (if applicable) dynamic calculations.Foundation surfaces shall be carefully finished, and all concrete works shall be floated and have bevelled edges. (i) MOUNTING STRUCTURES FOUNDATIONS The Contractor shall design the foundations according to mounting structures manufacturer requirements suited for the project site location.The Contractor shall provide a detailed structural analysis demonstrating that the design conforms to Contract requirements and shall clearly state in its report the load assumptions, design specifications and design life.In designing the foundations, the Contractor shall take into account results of pull out tests and all loads from the upper structures. The foundations and sub-structures shall be able to transfer all actual load combinations, including horizontal, uplift, and dynamic forces, safely to the foundation system with an appropriate factor of safety. The Contractor shall state in its calculations the maximum permissible foundation movement that may be tolerated consistent with normal operation of the Facilities. OTHER FOUNDATIONSThe Contractor shall provide a detailed structural analysis demonstrating that the design conforms to the Site conditions and shall clearly state in the report the load assumptions and the design specifications.Foundations shall be designed to withstand the Site Conditions for the entire lifetime of the Facilities, without being replaced. In designing the foundations, the Contractor shall take into account the loads the foundation will be subjected to. The foundations shall be able to transfer all actual load combinations, including horizontal and uplift forces, safely to the foundation system with a suitable factor of safety.