Lead - Roadway Engineer Sample Clauses

Lead - Roadway Engineer. The Lead – Roadway Engineer must be an engineer and should have 15 years of relevant experience and a university degree in his or her specialty. He or she is a member in good standing or holds a temporary licence delivered by the Ordre des ingénieurs du Québec at the time the engineering services are rendered. He or she has sufficient knowledge of bridges, highways and roads to be able to identify, define, coordinate, plan and manage all complementary technical reviews and studies required, taking into account the work done by other specialty resources in the field of bridges, roadways and engineering works. This resource: • Ensures the prior approval of the work plan for the organization of engineering tasks and assignments, • Ensures the adequacy of resources in engineering and related fields; • Provides technical support to the PM based on the findings of studies and analyses; and • Proposes follow-up actions/measures.
Sample 1
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Related to Lead - Roadway Engineer

  • Project Engineer If the Project has been designed by the Project Engineer, the Project Engineer is to act as the Owner's representative, assumes all duties and responsibilities, and has the rights and authority assigned to Project Engineer in the Contract Documents in connection with completion of the Work all in accordance with the Contract Documents.

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.

  • Engineer Resources The Engineer shall furnish and maintain quarters for the performance of all services, in addition to providing adequate and sufficient personnel and equipment to perform the services required under the contract. The Engineer certifies that it presently has adequate qualified personnel in its employment for performance of the services required under this contract, or it will be able to obtain such personnel from sources other than the State.

  • Geotechnical Engineer « »« » « » « » « » « »

  • Independent Engineer Contractor shall cooperate with Independent Engineer in the conduct of his or her duties in relation to the Project and the Work, including the duties listed in Attachment CC. No review, approval or disapproval by Independent Engineer shall serve to reduce or limit the liability of Contractor to Owner under this Agreement.

  • CONSTRUCTION AND RELATED ENGINEERING SERVICES A. General construction work for buildings (CPC 512) 1) Unbound* 2) None 3) None 1) Unbound* 2) None 3) None

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

  • Civil Engineer « »« » « » « » « » « »

  • Value Engineering The Supplier may prepare, at its own cost, a value engineering proposal at any time during the performance of the contract. The value engineering proposal shall, at a minimum, include the following;

  • Preliminary Engineering In order to receive City review and approval of the Extensions, Developer shall furnish two (2) copies of the plat map, topographic map and proposed roads profile sheets in electronic format prior to the City’s ordering of the engineering plans from its Engineer. The contour elevation and road profile elevations shall be referenced to NAVD ‘88 datum. In the event Developer’s engineer prepares the construction plans and specifications, the above information shall be a part of the extension construction plans to be reviewed and approved by the City’s Engineer. The final plat map shall be to the scale of 1-inch = 20 feet. The contour map shall have a scale of 1-inch = 20 feet and contour intervals of two (2) feet or less. The road profile sheets shall be to the scale of 1-inch = 20 feet. Developer shall provide a minimum of one benchmark, datum being NAVD ‘88, on the project site; and the elevation and location of the benchmark shall be indicated on the maps furnished by Developer.

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