Class II Surface Preparation (Partial Depth Sample Clauses

Class II Surface Preparation (Partial Depth. At locations specified on the plans for Class II Surface Preparation, verify the depth of removal achieved by the hydro-demolition. The average depth of removal shall be approximately one-half the deck thickness but no less than ¾” below the top mat of steel. When hydro-demolition did not achieve the Class II Surface Preparation depth requirements, remove by hydro-demolition or chipping with hand tools all existing patches and contaminated concrete to the required depth. No additional payment will be made for Class II Surface Preparation depths achieved by the initial hydro-demolition. All patches shall be removed under Class II surface preparation. If any patch cannot be removed by means of hydro-demolition, the Contractor shall use hand tools to remove the patch. Areas indicated on the plans that require Class II surface preparation, including the locations of existing patches, are from the best information available. The Contractor shall verify prior to surface preparation the location of all existing patches. Dispose of the removed concrete, clean, repair or replace rusted or loose reinforcing steel and thoroughly clean the newly exposed surface. Care shall be taken not to cut, stretch, or damage any exposed reinforcing steel. In overhangs, removing concrete areas of less than 0.60 ft2/ft. length of bridge without overhang support is permitted unless the Engineer directs otherwise. Overhang support is required for areas removed greater than 0.60 ft2/ft. length of bridge. Submit details of overhang support to the Engineer for approval prior to beginning the work.
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Related to Class II Surface Preparation (Partial Depth

  • Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.

  • Construction Phase Payments 10.3.1 Payments for Construction Phase Services shall be made as provided for in the UGSC and Owner’s Specifications. All payment requests shall be submitted through e- Builder® with a Schedule of Values and include all required attachments. Payment for approved Change Orders shall be made as part of Contractor’s Application for Payment. Failure to submit a Prime Contractor Progress Assessment Report form with each Application for Payment will cause rejection of the application by Owner and its return to Contractor.

  • Construction Phase Fee Contractor’s Construction Phase Fee is the maximum amount payable to Contractor for any cost or profit expectation incurred in the performance of the Work that is not specifically identified as being eligible for reimbursement by Owner elsewhere in this Agreement. References in the UGSC to Contractor’s “overhead” and “profit” mean Contractor’s Construction Phase Fee. The Construction Phase Fee includes, but is not limited to, the following items:

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