PAVEMENT 161 Sample Clauses

PAVEMENT 161. 12.1 Scope 161 12.2 Design Requirements 161 12.2.1 Pavement Investigation 161 12.2.2 Pavement Design 161 12.2.2.1 Non-Specification Pavement and Subgrade Materials 163 12.2.2.2 Pavement Type Selection 163 12.2.2.3 New Flexible Pavement Design Criteria 163 12.2.2.4 New Rigid Pavement Design Criteria 163 12.2.3 Temporary Pavement 164 12.2.4 Widening Pavement 164 12.2.5 Preservation/Rehabilitation Work by Phase Developer 164 12.2.6 Pavement Design Report 164 12.3 Pavement Structure Drainage and Frost Protection 165 12.4 Construction 165 12.4.1 Construction of Pavement Subgrade 165 12.4.2 Repair of Damaged Pavement 166 12.5 Performance Criteria 166 12.5.1 Structural Capacity 166 12.5.2 Skid Resistance 166 12.5.3 Visual Appearance 167 12.5.4 Ride quality 167 12.6 Deliverables 167 13.1 Scope 168 13.2 Stormwater Management/Erosion and Sediment Control Manager 168 13.3 Water Resources Review and Inspection Management Plan 168 13.4 Regulations and Permit Requirements 169 13.5 Drainage Design 172 13.5.1 Drainage Design – General Requirements 172 13.5.2 Drainage Design – Specific Criteria 173 13.5.3 Roadway Drainage Design 173 13.5.4 Cross Culverts 174 13.5.5 Embankments – Pond Code 378 and Dams 174 13.5.6 Floodplain and Waterway/Wetland Coordination 175 13.6 Stormwater Management 175 13.6.1 Stormwater Management - General Requirements 175 13.6.2 SWM Specific Engineering Criteria 177 13.6.3 Water Quality Bank 178 13.6.4 SWM As-Built Certification 179 13.6.5 Stormwater Facility Routine Maintenance 179 13.7 Erosion and Sediment Control 179 13.8 SHA NPDES Database Updates 180 13.9 Owner/Phase Developer Certifications 180 13.10 Deliverables 180 14.1 Scope 182 14.2 Applicable Standards 182 14.3 Bridge Design 182 14.3.1 Bridge Design Requirements 182 14.3.1.1 Design Life 182 14.3.1.2 Geometrics 182 14.3.1.3 Rehabilitating, Widening and Lengthening Existing Bridges 183 14.3.1.4 Removal of Existing Bridges or Small Structures 183 14.3.1.5 Unaltered Existing Structures 184 14.3.2 Bridge Types 184 14.3.3 Bridge Design Parameters 185 14.3.3.1 Concrete Strength 185 14.3.4 Load Ratings 186 14.3.5 Bridge Decks and Superstructure 186 14.3.5.1 Bridge Decks 186 14.3.5.2 Deck Joints 186 14.3.5.3 Superstructure 186 14.3.5.4 Segmental Concrete and Box Girder Superstructure 187 14.3.5.5 Maintenance of Traffic Requirements 188 14.3.5.6 Inspection of Structures 188 14.3.6 Bridge Substructures and Foundations 189 14.4 Retaining Walls 189 14.5 Miscellaneous Structures 190 14.5.1 Miscellaneou...
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Related to PAVEMENT 161

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Site Lands or areas indicated in the Contract Documents as being furnished by the Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Owner that are designated for the use of the Contractor. Also referred to as Project Site, Job Site and Premises.

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