Earthworks a) Examination of Fill Material for compliance with specifications.
Earthworks. 3.7.1. When performing earthworks, the Contractor and Subcontractors involved by the Contractor shall be guided by the requirements of the legislation of the Russian Federation, including the Order of the Ministry of Construction and Housing and Communal Services of the Russian Federation No. 125/пр “On Approval of SP 45.13330.2017 “SNIP 3.02.01-87 Earthworks, Basements and Foundations” dated 27.11. 2017, the Order of the Ministry of Labor of the Russian Federation No. 883н “On approval of the Rules on Labor Protection during Construction, Reconstruction and Repair” dated 11.12.2020, Federal Law of the Russian Federation No. 7-FZ “On Environmental Protection” dated 10.01.2002, as well as the Customer's requirements for earthworks set out in this Agreement and other regulatory documents.
Earthworks. 6.1. Unless otherwise specified, the cost of transporting each of the Contractors machines to each site shall be payable by the Client.
Earthworks. For any developments that involved ground surface cutting and/or filling, the As Constructed submission must include the SPOT heights and any Digital Elevation Models and/or line work in digital AutoCAD format over the affected allotments. Table 4: RRC Specific Display or Survey Capture Requirements ADAC Class ADAC Asset Type RRC Equivalent RRC Specific Capture Requirements Open Space Barrier Continuous Fence/Bollard Run Not limited to Open Space Areas Sign Park/Road Signs Can contain Road Signs Electrical Fitting Street Lights & Poles Can contain Street Lights & Poles Storm Water Pipes Stormwater Pipes/Culvert Pipes Multi-celled pipes must be captured individually Transport Pram Ramp Pram Ramp/Kerb Ramp Capture on Pathway as a linear feature Road Edge Kerb and Channel Captured at Lip of Kerb Table 5: Display or Survey Capture Requirements ADAC Asset Element ADAC Feature ADAC Detail ADAC Detail Description Enumeration/Detail Description Sewer Manholes Manhole Lining RRC Specific Fibreglass Fibreglass Lined (base construction only) Pipes Pressure Pipe Pressure Material RRC Specific MPVC Modified Poly-Vinyl Chloride Class RRC Specific PN16 PN16 Valves Valve Type RRC Specific Gate Valve Gate Valve Fittings Fitting Material RRC Specific DI Ductile iron Connection Connection Material Class RRC Specific SN6 SN6 SN8 SN8 Connection Connection Type CMDG-S-030 Type A Type A Type B Type B Type C Type C Type D Type D Type E Type E Type F Type F Type G Type G Transport Pavement Areas Pavement Structure SubBase Layer RRC Specific GR24 Gravel 2.4 Parking Areas Pavement Structure SubBase Layer RRC Specific GR24 Gravel 2.4 Road Edges Road Edge Type CMDG-R-060 TYPE 1 Barrier Kerb & Channel TYPE 2 Mountable Kerb & Channel TYPE 3 Barrier Kerb TYPE 4 Semi-Mountable Kerb (width 225mm) TYPE 5 Semi-Mountable Kerb (width 500mm) TYPE 6 Concrete Invert (width 600mm) TYPE 7 Concrete Invert (width 900mm) TYPE 8 Concrete Channel (width 900mm) TYPE 9 Rollover Kerb & Channel TYPE 10 Concrete Margin Pathways Pathway Use RRC Specific Kerb Ramp Kerb Ramp (Pram Ramp) Sub Soil Drains Sub Soil Drain Type RRC Specific Slotted Pipe Slotted Pipe Slotted Pipe Socked Slotted Pipe Socked Strip Drain Strip Drain Draincoil Draincoil Water Supply Pipes Pipe Use RRC Specific Commercial Commercial Service Material RRC Specific MPVC Modified Poly Vinyl Chloride Fittings Fitting Material RRC Specific Steel Steel Storm Water Pits Pit Use RRC Specific Kerb Inlet Kerb Inlet Field Inlet Field Inlet
Earthworks. For the purposes of this Agreement, “
Earthworks. 9.1 For the purpose of measurement all excavated material to be measured in accordance with CESMM3 Classes E and T shall be deemed to be suitable for use as filling material in accordance with the Specification unless approved as otherwise by the Engineer.
Earthworks. The Tenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008 Edition)
Earthworks. All earthworks shall be inspected for signs of deterioration, at three-monthly intervals, and more frequently during the monsoon season, as part of a rolling planned maintenance program and appropriate remedial action shall be taken to make good any identified defects. In addition, daily inspections of any susceptible areas of earthworks (including rip-rap embankment linings) shall be made during periods when unusually high water levels are identified adjacent to the Project, and appropriate action shall be taken to both safeguard the structural integrity of the facility and to remedy any defects that occur.
Earthworks. The Developer may commence with the earthworks of the Lands by way of the construction of the works as set out in Schedule “C”, in accordance with the Plans and Specifications and all other requirements of the Township.
Earthworks. 1.5 Requirements to Enter into a Development Agreement 1.6 Duties and Obligations PART II ENGINEERING CONSULTANT PART III FINANCIAL PAYMENTS AND SECURITY
