Mainline. Pavement for the SR 202 mainline must meet the requirements of this Section 25 DR 419 of the TPs. Pavement for the I-10 Papago mainline must be the same pavement 26 section (materials and depths) as the existing roadway pavement
Mainline. 2 AR-ACFC placement along the mainline must extend to the limits noted below.
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. The Mainline Entity shall support funding, if requested by the State, of up to four (4)
Mainline o Conversion to a controlled-access highway; best fit alignment for centerline with consideration for maintenance of traffic during construction ▪ No change from CP 2 » Service Roads
Mainline. The area(s) between interchanges on interstate, limited access routes, and state routes.
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 Freeway) mainline that are 19 to be replaced or widened, must be 15 inches of dowelled PCCP over compacted 20 subgrade.
Mainline. (No change from CP 2 signed in 2019) - Conversion to a controlled-access highway; best fit alignment for centerline with consideration for maintenance of traffic during construction Service Roads/Connecting Streets (No change from CP 2 signed in 2019) - Service roads and connecting streets are under study to maintain regional mobility and local connectivity and will be presented at Concurrence Point 2A. The Project Team is considering a combination of existing streets and new location. New Interchanges New Interchange Approved at CP 2 (2019) Proposed / Revised CP 2 US 1 / Xxxxxx / Xxxxx Creek Rd (US 1 over) Option A: DDI Option B: Diamond Interchange Option A: Minimized DDI US 1 / Burlington Xxxxx Xx (US 1 under) Option A: DDI Option B: Diamond Interchange Option B: Diamond Interchange Option C: Skewed Partial Cloverleaf Interchange US 1 / Falls of Neuse / US 1A (US 1 over) DDI DDI (no change) US 1 / Xxxxxxx / Xxxxxx Xx (US 1 under) Partial Cloverleaf Partial Cloverleaf (no change) Interchange Modifications (No change from CP 2 signed in 2019) - I-540 o Studying a flyover carrying southbound US 1 traffic to eastbound I-540 - NC 98 Bypass (Existing single-point urban interchange) o Studying potential ramp improvements - NC 98 Business (Existing diamond interchange) o Studying potential ramp and loop additions Grade Separation at Stadium Drive / Xxxxxxx Road (No change from CP 2 signed in 2019) - An interchange is not proposed at this location at this time, but the Project Team is working with stakeholders not to preclude possible future improvements by others. I-000 Xxxxxxxxx Xxxx Addition (No change from CP 2 signed in 2019) - Between Triangle Town Boulevard Interchange and the US 1 southbound on-ramp at I-540 The Project Team reviewed the Revised CP 2 materials via email and concurred on this date of April 7, 2021 with the Detailed Study Alternatives Carried Forward for the proposed project as stated above: USACE NCDOT USEPA NCDCR FHWA NCDWR USFWS NCWRC NMFS NCDCM N/A CAMPO Concurrence Point 2A: Bridging and Alignment Review Project Name/Description: US 1 Upgrade to Controlled Access Highway from I-540 to Xxxxxx/Xxxxxxx Road, Wake County, NC TIP Project No.: U-5307 Federal Aid Project No.: NHS-0001(138) WBS No.: 47027.1.1
Mainline. 7 AR-ACFC placement along the mainline shoulders shall extend to the limits noted below.
