• Water supply and storage.• Road c

• Water supply and storage.• Road crossings and directional drilling as required.• Electrical and earthing trenches.• Ducts and ducting.• Parking lots, storage areas.• Fencing, gating and access control.• Landscaping and establishment of appropriate low-maintenance groundcover• Any further civil works arising out of the Environmental Authorisations, EMP or CEMP. • Rectification of defects. • Temporary buildings (e.g. offices for the Contractor).• Temporary roads and parking and laydown and storage areas. • Temporary fencing, lighting and security for all materials.• Reinstatement of access roads outside the Site area. • Reinstatement, and where appropriate, rehabilitation of the Site during the DLP.Any temporary work shall be promptly removed by the Contractor before Completion or upgraded to meet requirements for permanent civil works as part of the scope of works.2.1.5 Access roads, parking areas, other areasInternal roads, parking areas, and other surfaces within the site shall be the responsibility of the Contractor. Access and internal roads shall be planned and constructed according to the Facilitiesconfiguration proposed by the Contractor and shall be adequate and suitable for the operation and maintenance activities that will be required for the design life of the Facilities.All surfaces shall be designed to allow proper drainage. The drainage system will be designed such that water drains away from key components following periods of rainfall. The drainage system shall be designed in a manner such that other infrastructure (such as trenches, ducts or cable conduits) do not act as part of the drainage system.Surfaces shall be designed to support the use of heavy vehicles needed for the transportation of goods and Materials to and within the site during the construction and operations phases of the Facilities. Heavy vehicle loading shall be analysed based on a Facilities specific analysis of vehicle movements over the construction and operations phases. Roads and parking areas shall be designed to suit Site Conditions and the findings of the Geotechnical Report. Compacted, graded, crushed rock, procured from a registered commercial source or crushed and graded on site with appropriate quality control measures, shall be used as a construction material. The roads shall be designed and materials procured to ensure minimal erosion, corrugation, and ravelling will occur taking into account bare minimum maintenance proceduresAll buildings and surfaces to receive equipment shall be designed with appropriate specifications to manage flood risk, including height above ground level. A flood risk assessment shall be produced to confirm flood resistant design criteria are appropriate. Roads and surfaces shall be designed in conformity with a specialist geotechnical report procured by the Contractor. When compliant with the structural requirements, locally available material shall be used. Road surfacing shall mitigate against potential module damage or soiling caused by traffic. Roads shall provide easy access to all the SCADA boxes, , inverters, transformers, substation, and permanent buildings, located within the Site.