Materials and Construction Methods Clause Samples

Materials and Construction Methods. The Contractor shall take care to disturb as little area as possible during the operation.

Materials and Construction Methods. 2.1 The Permittee shall furnish all materials, do all work and pay all costs for the work described on this Permit. 2.2 All Facility installations shall comply with the conditions and requirements of the KDOT Access Management Policy, current edition, (and City standards when they exceeded those of KDOT). 2.3 Drainage structure requirements shall be determined by the Permittee, but said requirements are subject to revie the District Engineer (and City). and approval by equired in 2.4 All material and construction methods used on work within the limits of the right-of-way shall be equal to or b tter than that requ the Standard Specifications for State Road and Bridge Construction, current edition. ntative

Materials and Construction Methods. The wire loop detectors installation in bituminous concrete pavement shall be made in conformance with the details shown on the latest revisions to the Standard Drawing for Loop Detectors included herein. Prior to the actual installation, the Contractor shall mark the loop location on the site and request the Engineer's inspection and approval. Quadrupole loops may be substituted for conventional segmented loops when directed by the Engineer. Typical loop sketches are included herein. Slots in the bituminous concrete pavement shall be cut with a concrete sawing machine to a uniform depth of 2 inches. Dry cutting the sawcuts will not be allowed. Before installing the loop wire, the sawcut shall be cleared of debris and thoroughly dried. The wire shall be inserted in the cleared, dried slot with a blunt wooden or plastic tool that will not damage the insulation. Loop wire crossing joints or noticeable cracks shall be protected with an approved insulating sleeve continuously for at least 6-inches on each side of the joint or crack. The objective is to prevent bonding of the wire to the pavement. The ends of the sleeving material shall be taped to prevent entry of slot sealing compound into the sleeving. Said sleeving shall be furnished and installed at no extra cost and shall be incidental to the induction loop item. The end of the 1.5-inch PVC conduit shall be plugged with an approved material and loop wires entering the conduit shall be sleeved and taped as above. No splice shall be used in the installation of any inductive loop for its lead-in to the appropriate pull box. Item 813.53 shall be used to pay for installation of lead-in wire from the pull box to the control cabinet. The pavement slots for the bituminous concrete pavements shall be filled with an approved embedding sealer strictly in accordance with the directions of the manufacturer. The sealer shall be specifically recommended by the manufacturer for the use in new and existing bituminous concrete pavements.

Materials and Construction Methods. For aprons that are to be repaired, the Contractor shall remove the damaged portion to a joint or to a location determined by the Engineer. The damaged portion of the apron shall be removed without damaging the surrounding concrete. The contractor shall prepare the grade for the new portion of concrete apron to the satisfaction of the Engineer. For aprons that are to be replaced, the damaged apron shall be removed without damaging the surrounding concrete. The contractor shall prepare the grade for the new concrete apron to the satisfaction of the Engineer. Remove & Replace Concrete Apron at existing drainage structures will be measured and paid per each concrete apron that has been completed and accepted. Concrete Apron Repair shall include but not be limited to removal of existing damaged apron, construction and placement of the new concrete apron, backfilling and compacting backfill material, joint material and sealant and seeding and mulching all grass or soil areas disturbed by the Contractor’s operations. Payment will be made under: Remove & Replace Concrete Apron Each (4-6-2016) Div. 7 Remove existing concrete pads for shoulder drain outlets. A list of locations of concrete pads to be removed is found elsewhere in the proposal package. The work covered by this provision consists of removal and disposal of concrete pads for shoulder drain outlets, backfill of voids left by the removal, and seeding and mulching all areas disturbed by the operation.