Mainline US 90 Pavement Replacement Sample Clauses

Mainline US 90 Pavement Replacement. Removal and replacement of the existing US 90 mainline pavement structure with a new full-depth pavement section in order to reconstruct the four-lane facility with shoulders and acceleration lanes. The construction shall include rumble strips for both the inside and outside shoulders and an underdrain system. The northerly terminus shall begin approximately 3,000 feet northwest of the LA 318 intersection with full width reconstruction (four 12-foot lanes and shoulders). The reconstruction shall extend to a southerly terminus approximately 3,000 feet southeast of the LA 318 intersection. (See Part 4 - Request for Proposals Plans and Part 5 - Engineering Data, Final Environmental Assessment Figure 2-17.) The existing median cross over located at Xxxxx Road shall be removed;
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Mainline US 90 Pavement Replacement. Removal and replacement of the existing US 90 mainline pavement structure with a new full-depth pavement section (in accordance with Part 3 - Design Requirements and Performance Specifications, Appendix A - Performance Specifications, Pavement Structure Performance Specification) in order to construct a new six-lane facility with shoulders and acceleration lanes. The southerly terminus shall begin approximately 2,300 feet north of the Ambassador Xxxxxxx intersection with full width widening (six 12-foot lanes and shoulders) utilizing striping to transition from the existing four-lane facility to the proposed six-lane facility. The reconstruction shall extend beyond the proposed grade separated structure at Albertson’s Parkway for a distance as required by AASHTO, in terms of vertical and horizontal geometry, to tie into the existing six-lane facility (see Part 4 - Request for Proposals Plans and Part 5 - Engineering Data, FEIS Plate 5-2);
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