Mainline Sample Clauses

Mainline. Pavement for the SR 202 mainline must comply with the requirements of 00 Xxxxxxx XX 419 of the TPs. Pavement for the I-10 Papago mainline must be the same 22 pavement section (materials and depths) as the existing roadway pavement

Mainline. The Mainline Entity shall support funding, if requested by the State, of up to four (4)

Mainline. A large diameter gas pipeline located in Alaska that would transport Gas from the GTP on a route generally along the TAPS pipeline and the Alaska Canada Highway. It is likely to be designed to operate as a high-pressure pipeline. Compressor stations would be placed at regular intervals along the route to maintain pressure.

Mainline o Conversion to a controlled-access highway; best fit alignment for centerline with consideration for maintenance of traffic during construction » Service Roads

Mainline. 2 AR-ACFC placement along the mainline shall extend to the limits noted below. 3 A. Low side shoulder – place AR-ACFC to 2 feet beyond the edge line/stripe. 4 B. High side shoulder – place AR-ACFC to face of barrier or curb flowline.

Mainline edge of ultimate pavement to face of pier 3.0 m min - edge of travel lane to face of concrete barrier - inside - 4-8 lane 3.0 m - outside - 4-8 lane 3.0 m

Mainline. 7 AR-ACFC placement along the mainline shoulders shall extend to the limits noted below. 8 A. Low side shoulder – place AR-ACFC to 2 feet beyond the edge line/stripe. 9 B. High side shoulder – place AR-ACFC to face of barrier or curb flowline.

Mainline. The area

Mainline. Resurface by milling the existing pavement surface, performing a Cold-In-Place Recycle (CIR), and placing a bituminous overlay.

Mainline of this Contract involves construction of a cross over detour 67+000 to 68+300, removal of the existing Phase 1 East end Transition, removal of existing HWY 104 at the crossing location (10+350 to 10+550), realignment of Lower South River road, removal of Southside Harbour Road detour, and paving from 7+500 to 15+900 and will include excavation of material, placement of borrow, gravelling Type 1 and 2 prior paving (End Product Specification) and shoulder gravelling. In addition, grubbing of highway, compaction, fine grading, clear stone C2 and C5, rock fill, cold planning, continuous rumble strips, steel guard rail bridge approach with channel and without channel, steel guard rail remove, guard rail end treatment system, strong post guard rail, waterproof concrete bridge decks, 150 mm perforated PVC pipe, wire type A right-of-way fence, medium weight geotextile, geogrid, remove rock flow checks, install rock check flow, hydroseeding and dry mulch, erosion control blanket type A channel protection, remove one, two, three and four post signs, remove existing highway markings, install one and two wooden post signs, install two and three aluminum post signs. Supply and install median flashing light pole and concrete base is also required.