Final Surface Sample Clauses
The "Final Surface" clause defines the requirements and standards for the finished surface of a construction project, such as a roadway, floor, or pavement. It typically specifies the acceptable tolerances for smoothness, levelness, and appearance, and may outline the inspection and approval process before the work is accepted. This clause ensures that the completed surface meets quality expectations and functional requirements, thereby preventing disputes over workmanship and ensuring the project is delivered to the agreed-upon standards.
Final Surface. School zones, railroads, symbols, words and other similar markings shall be placed on final surfaces conforming to Section 652 within fourteen (14) calendar days of completion of the final surface. Final markings shall conform to the type of pay item in the Plans. When no pay item exists in the Plans the final markings shall conform to Section 652 for painted markings.
Final Surface. No interim paint or thermoplastic markings will be permitted on any final surface unless the interim markings are in alignment with the location of the permanent markings and the interim marking will not interfere or adversely affect placement of the permanent markings. The proposed method of removal for layout errors that require markings to be removed from the final surface shall have the prior approval of the Engineer. Any damage to the final pavement surface caused by the pavement marking removal process shall be repaired at the Contractor’s expense by methods acceptable and approved by the Engineer. Section 400 shall apply when corrective measures are required. The use of black-out tape or black-out paint will not be permitted under any circumstance to correct layout errors on any final surface. Traffic shifts that are done on the final surface shall be accomplished using interim traffic marking tape that can be removed without any blemishing of the final surface. Interim traffic marking tape shall be used on any of the following final surfaces; asphaltic concrete, Portland cement concrete, and bridge deck surfaces. The Contractor may propose alternate traffic markings and removal methods on the final surface. Submitted proposals shall include the type of material, method of removal and a cost comparison to the traffic marking tape method. Prior to any approval, the Contractor shall field demonstrate to the satisfaction of the Engineer that the proposed traffic markings can be removed without any blemishing of the final surface. If the proposal is determined to be acceptable, a supplemental agreement will be executed prior to the installation of the proposed alternate traffic markings. The supplemental agreement shall denote the type of traffic marking materials, method of removal and any cost and/or time savings to the Department. The Department will not consider or participate in any cost increase that may result from implementing the proposed alternate method.
Final Surface. After final seating, sweep and clean the surface of the rubblized and seated pavement to remove all loose material. Do not allow traffic on the roadway after the pavement has been rubblized and seated. Repair all rubblized and seated pavement areas disturbed by construction traffic, at no cost to the Department. Complete all operations prior to construction of the HMA pavement course. Apply a prime coat to the rubblized and seated surface, as specified in Subsection 404.15, prior to placing the HMA base course.