Orange County NC Website
David Blankfard: What about when they get to Davis Road and it’s backed up from 1-40? What prevents them from 166 <br />taking a right on Old 86 going down to the stop sign and then turning onto New Hope to get onto 40? 167 <br /> 168 <br />Matt Peach: Another recommendation we made in the traffic study was to install a signal at Davis Road as well at 169 <br />Old NC 86 so again the delay on the side street having no longer stop control will be reduced in this scenario. 170 <br /> 171 <br />David Blankfard: But there’s nothing to stop them from turning right and going further into the rural….going toward 172 <br />Carrboro. 173 <br /> 174 <br />Matt Peach: There will be no physical barrier, to answer that question specifically, but they would be losing time and 175 <br />which I don’t believe truckers, it’s in their best interests. 176 <br /> 177 <br />David Blankfard: I guess, I’m just saying if it gets backed up where you’re proposing, over near the service road, if it 178 <br />gets backed up there then they would go the other way. Is there going to be a lot of stacking between the service 179 <br />road and I-40? 180 <br /> 181 <br />Matt Peach: I don’t believe that would be any longer, to answer your question. We do foresee some queues going 182 <br />back from the ramp but that’s just normal for the installation of a traffic signal and quite frankly, we need that traffic to 183 <br />stop for brief periods so we can let the ramp move but our analysis show that the stacking would go back a couple 184 <br />hundred feet certainly nowhere near Davis Road and certainly not long enough to really deter anybody from taking 40 185 <br />up that way off Old 86. 186 <br /> 187 <br />David Blankfard: Ok, so what you’re saying is it’s faster just to go down to towards the service road as opposed to 188 <br />taking a right? 189 <br /> 190 <br />Matt Peach: Correct sir. 191 <br /> 192 <br />David Blankfard: Now what about once they get to 40 and say they are going on 85 northbound, would it be faster to 193 <br />for them to get on 40 west and then looping around to 85 or to keep going straight past Waterstone to get to 85. 194 <br /> 195 <br />Matt Peach: I’d imagine the faster way would be I-40 but that would be an individual decision that every individual 196 <br />driver would have to make. 197 <br /> 198 <br />David Blankfard: Ok, so we don’t know? 199 <br /> 200 <br />Matt Peach: I can’t say definitively what behavior individuals will choose. It depends on time of day, depends on 201 <br />their individual preferences. In my view, I would take I-40 to 85. 202 <br /> 203 <br />David Blankfard: Ok, my next question is what the outcome of the high electric line going over the existing or one of 204 <br />the proposed buildings? 205 <br /> 206 <br />Chris Bostic: Good evening, I’m Chris Bostic with Kimley-Horn; I’m the civil engineer of record for his project. To 207 <br />answer your question, Duke Energy does have regulations as to what is allowed underneath those transmission 208 <br />lines, no buildings are allowed within the easement of those transmission line, however, they do allow parking and 209 <br />our current conceptual plan does contemplate putting parking underneath the power lines and keeping the proposed 210 <br />structure the required distance away from the easement. 211 <br /> 212 <br />David Blankfard: Ok, the entrance onto Davis Drive, there’s a parcel of land that’s very close and their house is very 213 <br />close to where the proposed driveway is or the road access. Is there concern about, I mean you’ve got the 100 foot 214 <br />setback but is it going, what kind of impact is that going to have for that property owner? 215 <br /> 216 <br />Michael Birch: (Showed an exhibit) So, I think you are talking about this area (pointed out on exhibit) down here 217 <br />along Davis, so we really only have within that 100 foot area, really only have kind of the drive aisle and maybe a little 218 <br />bit of parking in that area with the building setback 60 feet. Excuse me the building setback with a maximum height 219 <br />of 60 feet but outside of that 100 foot setback line, in terms of impact, I was trying to see if there is a better image to 220 <br />8