ROAD TOLERANCES Sample Clauses

ROAD TOLERANCES. Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:
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ROAD TOLERANCES. Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 RoadEng design data is available upon request at the Department of Natural Resources Northeast Region Office in Colville, WA for the E373836M road station 19+80 to 43+51.
Sample 1Sample 2Sample 3See All (6)
ROAD TOLERANCES. Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 Road location, cross-section, and design data are available upon request at the Department of Natural Resources Pacific Cascade Region Office in Castle Rock, WA.
Sample 1Sample 2
ROAD TOLERANCES. Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:
Sample 1

Related to ROAD TOLERANCES

  • Tolerance Average net mass of cement packed in bags in a sample shall be equal to or more than 50kg. If and as desired by the Engineer-in-Charge, the number of samples to be checked for net mass of cement per bag, in a given number of bags shall be as given below: 100 to 150 bags : 20 sample 150 to 280 bags : 32 sample 281 to 500 bags : 50 sample 501 to 1200 bags : 80 sample 1201 to 3200 bags : 125 sample 3201 and above : 200 sample The bags in a sample shall be selected at random.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Quality All products will be new and unused. All products provided by the Contractor must meet all federal, state, and local standards for quality and safety requirements. Products not meeting the requirements of this section will be deemed unacceptable and returned to the Contractor for credit at no charge to the State.

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