BORROW SOURCE Sample Clauses

The 'BORROW SOURCE' clause defines the terms under which one party may temporarily use or access resources, materials, or information owned by another party. Typically, this clause outlines the conditions for borrowing, such as duration, permitted uses, and responsibilities for care or return of the borrowed source. For example, it may apply to lending proprietary documents, data, or equipment for a specific project or purpose. Its core function is to establish clear guidelines and responsibilities, thereby preventing misunderstandings or disputes regarding the use and return of borrowed resources.
BORROW SOURCE. Purchaser shall obtain borrow material from borrow sources identified or approved by the Contract Administrator. Development of the borrow source must be in accordance with a written BORROW SOURCE DEVELOPMENT PLAN to be submitted by the Purchaser and approved in writing by the Contract Administrator.
BORROW SOURCE. Purchaser shall obtain borrow material from borrow sources identified or approved by the Contract Administrator. Development of the borrow source must be in accordance with 0-12 DEVELOP ROCK AND BORROW SOURCES.
BORROW SOURCE. Purchaser may obtain borrow material from the listed borrow source(s). Development of the borrow source must be in accordance with the following specifications: • Pit walls may not be undermined or over steepened. The maximum slope of the walls must be consistent with recognized engineering standards for the type of material being excavated in accordance with the following table: Material Maximum Slope Ratio (Horiz. :Vert.) Maximum Slope Percent  Pit walls must be maintained in a condition to minimize the possibility of the walls sliding or failing.  The width of pit benches must be a minimum of 1.5 times the maximum length of the largest machine used.  The surface of pit floors and benches must be uniform and free-draining at a minimum 2% outslope gradient.  All operations must be carried out in compliance with all regulations of the Regulations and Standards Applicable to Metal and Nonmetal Mining and Milling Operations (30 CFR) U.S. Department of Labor, Mine Safety and Health Administration and Safety Standards for Construction Work (296-155 WAC), Washington Department of Labor and Industries.  All vehicle access to the top of the pit faces must be blocked. Purchaser shall apply borrow in accordance with quantities shown below. Borrow must be spread, shaped, and compacted full width concurrent with hauling operations. Purchaser shall shape each lift of the subgrade and surface as shown on the TYPICAL SECTION SHEET. The subgrade and surface shape must ensure runoff in an even, un-concentrated manner, and must be uniform, firm, and rut-free.
BORROW SOURCE. Borrow may be obtained from the listed borrow source(s) borrow sources identified or approved by the Contract Administrator. Development of the borrow source shall be in accordance with a written BORROW SOURCE DEVELOPMENT PLAN to be submitted by the Purchaser and approved by the Contract Administrator. E332412A 127+95 Sand and gravel borrow.
BORROW SOURCE. Purchaser shall obtain borrow material from the listed borrow sources. Development of the borrow source must be in accordance with a written BORROW SOURCE DEVELOPMENT PLAN to be submitted by the Purchaser and approved in writing by the Contract Administrator. ▇▇▇▇▇ ▇▇▇▇▇▇▇ ▇ - ▇▇▇▇ ▇▇▇▇ 0+00 of the M3080 ▇▇▇▇ ▇▇▇ ▇▇▇, ▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇ Section 4 - T17N R16E 57+50 of the ▇▇▇▇▇ ▇▇▇ ▇▇▇ ▇▇▇, Quarry Spalls
BORROW SOURCE. Borrow may be obtained from the listed borrow source(s). Development of the borrow source shall be in accordance with Borrow Source Detail.
BORROW SOURCE. Purchaser shall obtain borrow material from the listed borrow sources. Development of the borrow source must be in accordance with a written BORROW SOURCE DEVELOPMENT PLAN to be submitted by the Purchaser and approved in writing by the Contract Administrator. ▇▇▇▇▇ Section 4 - T17N R16E 57+50 of the ▇▇▇▇▇ ▇▇▇ ▇▇▇ ▇▇▇, Quarry Spalls Purchaser shall shape the subgrade and surface as shown on the ROADWORK TYPICAL SECTION SHEET. The subgrade and surface shape must ensure runoff in an even, un- concentrated manner, and must be uniform, firm, and rut-free.

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