Agenda - 06-03-2008-5b5a - Laserfiche WebLink

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16 1 remain consistent, therefore remaining consistent with the TIA that has been submitted. In 2 addition to that, there are bus drop-off locations identified inside the project, and we welcome (~ 3 input from committees or groups that are working with mass transit plans within the area to try 4 and coordinate with those strategic plans. 5 This is the main entrance here, this is a full access entrance -lefts in and out and rights 6 in and out - it is signalized, and it will be the main artery into the development.. From that point, 7 we would anticipate that there will be a left or right movement into District II or District III. 8 Certainly, the size of this main road in is more than .likely as depicted in the sections that are in 9 your report, afour-lane section with a median, bike lanes, and crossovers. At some point that 10 will probably be narrowed down to a two-lane facility as it reaches the back. We've shown a 11 proposed stub-out and connectivity to the next parcel there at the easternmost point of the 12 project. The drive just to the north of the main entrance at Buckhorn is a right inlright out. We 13 envision that there would be a divided median on Buckhorn Road for some distance from the 14 interchange. That right in/right out driveway will obviously only allow the outward movement to 15 the north or an inward to the site coming from the south. We anticipate connectivity or 16 alignment in some fashion with the Petro driveways, which we wi(I investigate as we go forward. 17 The southernmost entrance is, like Tyson indicated earlier, left outright out and potentially jusf a 18 right~in, no left. in. That also is probably athree-lane section, which is in your report. As far as 19 further circulation, we're just showing driveways and streets that somewhat traverse throughout 20 each district to provide access. Those are things that 1 alluded to earlier that may or may not be 21 exactly in the same location as the site plan. 22 23 UTILITY PLAN 24 25 Mr. Hutchins introduced the letter from the City of Mebane earlier. We met with the City 26 of Mebane as well as County staff and the County Engineer. As I alluded to earlier, the master t 27 plan for water and sewer infrastructure in this area, we are complying with the future buildout of 28 that infrastructure. We have a phased utility plan in respect to the potentially phased 29 development, which means that we will step into the full buildout of the water and sewer. We 30 will initially probably work off a temporary pump station for up to about 165-185,000 square feet. 31 That temporary pump station would pump to an outfall just west of Buckhorn Road. At some 32 point in time after that, upon development of the next stages, we would install the ten-inch 33 gravity main that crosses from the Buckhorn property cross-country to the Gravelly School 34 pump station. That is in compliance with the master plan that is referred to in the design 3S manual. That ten-inch line will be a gravity .line that will serve the entire buildout of Buckhorn 36 Village. The Gravelly pump station will have moderate upgrades to allow that station to facilitate 37 what we anticipate being 180,000 to 200,000 gallons per day of wastewater. That full capacity 38 will be pumped up an existing six-inch force main that is along West Ten Road at this point in 39 time, and will be further extended from West Ten/Buckhorn to a regional pump station that is 40 just west of the site on Bowman Road. The City of Mebane is, I believe, finishing that project 41 within the next month or so. It is a large regional pump station that would handle this and much 42 more capacity. Water line service for predominantly fire flow is the problem with the site. We 43 need to have probably around 2,500 gallons per minute for fire flow service. In discussion with 44 Daryl Russell and the City of Mebane, we will extend an approximately 16-inch water line from 45 the northern side of 1-85 coming from the Washington Street area, and it will be taken down 46 Buckhorn Road, crossing over 1-85, and connecting in to an existing 12-inch line just adjacent to 47 the site. That should provide sufficient fire flow and water capacity. 48 49 Mr. Hutchins called Roger Perry to provide Testimony on susfainability, site selection, etc. SO ~ - I