Surfacing Clause Samples

Surfacing. Ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.

Surfacing a. Prairie Surfaces will coordinate court subbase preparation following the Recipients’ install of HL3A Grade Asphalt b. Prairie Surfaces will coordinate and oversee the installation of the Multisport Court surfacing and all equipment elements. c. Prairie Surfaces will coordinate any testing required after surface is installed and share the results with the Recipient. In the event of the surfacing not meeting acceptable requirements of testing, as outlined by Jumpstart’s agreement with Prairie Surfaces, then Prairie Surfaces will rectify the deficiency and an inspection will be repeated.

Surfacing. Materials used for surfacing the driveway must be permanent.  asphalt (also called “tarseal” or “hotmix”) Note that the width of the sealed driveway (between ▇▇▇▇▇) shall not be less than 2.7 metres, with further widening on corners. .

Surfacing. Ties shall be replaced prior to tamping. If during the passes with the tamper there are ties that do not come up with the rail, the Contractor shall raise them by other means so that the rail has full bearing on the plate. Contractor will surface the track to exceed FRA Class III Safety Standards unless rail condition does not allow it. The crosstie shall be tamped to provide a full bearing of the rail, tie plate, and tie within the track structure. Equipment and procedures shall comply with those stated in Section 2, INSTALL BALLAST AND SURFACE.

Surfacing. Acid etch slab with phosphoric acid, then pressure wash slab clean with a 3,500 psi pressure washer.

Surfacing. Following jointing of track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Ballast Shall be placed and transported as specified in 2.3.10.

Surfacing. B.5.a Proposed Class 3 Road

Surfacing. Following jointing of crossing panel to track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Final surface should place top of rail 1” above road surface along center line of road. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.

Surfacing. The Owner further agrees that any portion of the internal driveway aisles and parking areas as shown on Schedule ‘A-2017’ shall be hard surfaced.