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On the other side, I don't know what to say.

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I don't know what to say.

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I know the state, office, office, the rest of the office, but I don't

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know.

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So that's everything that you're going to do.

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It's all right.

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Everybody ready?

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All right.

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So my hair on the horse.

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And here to help.

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So I think it's reading.

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Someone else was like a therapy round and large.

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So I think so.

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Here for nothing.

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I'm looking forward to it.

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I'm looking forward to it.

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I'm looking forward to it.

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I'm looking forward to it.

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It's really interesting.

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Okay.

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So who did the housekeeping?

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We have two guys here.

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We also have folks at home, so we're going to go through the presentation, the Anne Cales,

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with the study manager, to get the details on the fridge, the look like, et cetera, et cetera,

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or how the media structure will work, and so we're going to ask you to hold your questions

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to the end, because there's a lot of technical info that will hopefully answer at least some

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of your questions.

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People on Facebook who are watching this will be answering questions and sending them

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Rebecca, who's been really into us.

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So I'll call, she'll tell me when there's questions

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and I'll call on you to speak at the end.

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These everybody tell us your name and where you live,

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when you stand up, or when you answer that at the speak.

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And finally, why do we have it in a hybrid meeting?

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I think you're probably going to answer to this.

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Some of you would prefer to get out of the house

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and come here and a lot more people

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actually would rather to have a relationship

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and watch the meeting. So this way we get as many people as possible. They shouldn't have been on it.

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We already were in the meeting and we'll be following up this meeting with a meeting report that will be available on the calendar.

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So any questions before we?

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So, I'd like to sort of remind you.

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The project goal, this has been what we wanted to do under the beginning, is three things.

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with a lot of safe, bike quality, great.

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Observe it at hand to solve, aren't you?

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How about that?

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And also, being paying the strong communities

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effort through that.

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Tonight, you'll be getting an update,

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Dr. Carter says, as I said,

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where what has happened in the last couple of years

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and what you're going to be looking forward to

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in the next year.

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One minute, together, on this side.

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It's basically a long narrow through just outside the rover, so there won't be any

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on a fence that's for that.

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It's a long narrow through a show.

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Oh, okay.

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I'm kind of heard to hear.

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You heard to hear also.

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It's a little bit.

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All right.

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Well, this is the study area here, so I'm in by a long narrow strip. You see where it starts. Usually where it stops and that's where all the work is going to be taken place and then I think I'll talk to

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you.

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So in terms of public outreach, this is the third and final meeting.

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All the design elements are pretty much formed at this point, so we're here tonight, we're going to let you know what's going on and ask you your questions and see if there's anything that you'd have positive for God.

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There will be the project page on the, how do you have gone to the project page online on the website?

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Okay, not that many, so there's a lot of information there and they'll be more, so you've gone on it.

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So the last meeting we had, which was I think about two years ago, we came out of a three major things.

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And one is, continues access to the island is essential.

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You know, you don't want to shut anything down.

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We kind of soon got going in, but you know, now that is the way we'll be.

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Number two, we spend a lot of time in that meeting talking about fighting pedestrian facilities.

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Whether or not they, you know, certainly it's unsafe for bikes and pedestrian now.

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So that was a concern.

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But speeding was also a big concern.

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And when you have a bike and kind of lanes, you're going to be providing the rich.

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And that potentially increased speeding.

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So it was a long and good discussion about how we ended up actually doing a raise of hands,

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and it was overwhelmingly to add by the command of the district facility. So that's what you're

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going to see today.

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And with that, I'm going to turn it over to you. Yeah. Perfect.

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Darrell?

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Okay. So we'll start by going to where the designs at right now. This is reflective

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of what was presented in the last month of the meeting, same type of structure,

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as Carol just described the proposed railway improvements.

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The key elements I like to discuss on this figure are the additional five foot width on the left side of the bridge,

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which is the right side of the roadway.

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This was a change since the last public meeting.

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The intent here is for this bridge is going to be in service for a long time.

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I see the town of Plastability with their long-term planning to provide space for

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potential future sidewalk. As part of this project, there will not be a sidewalk on bridge.

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This will be reflected as basically a widened throughout the shoulder under the current condition,

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but it's very hard to widen the bridge after the fact. So the goal here is to not

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At the town of the future. On the west side of the bridge, you can see a four-bar redrail. That's mainly a two-standard item. It's appropriate for both pedestrian and bicycle safety or structures that four-bar is taller and what the intent there is is that that little that's sufficient with or without a sidewalk.

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So, the sidebarter to be added later, the tab would not need to be added to our panel.

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Sign.

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Similarly, on the right side, is a main duty of brewing for ash pest and grid rail that's suitable for

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bicycle pedestrian adjacent use.

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And just to note, the five-foot width on the left side of the bridge, that's only the

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be paved over the bridge in order to help protect the bridge deck. Like I said, other than that,

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that additional pipe feet are quit through this project area. We'll just look like a ground shoulder.

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And we have a bigger amount of calling slides up, kind of let's start with that.

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So this is a similar figure,

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but for the areas outside of the bridge within the project limits,

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this is a designs tie into

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that bridge section that we have showed, certainly.

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Wait, so I just described it all similar here.

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Some items to note here are, and just past people,

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a Carol, a little too of the structure being

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generally wider.

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One of the reasons for that is, is on the left and right side

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of the road near the guardrail.

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You can see three split-level platforms.

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One of the issues with the current roadway

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is that there's not enough fill around the guardrail.

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So this is going to be behind the guardrail to support it, and that leads to some of the tilting of the guardrail. They see it on site now. So again, this section has adequate area for proper installation of guardrail. So we can be maintained and function of the one for you, is this my coming down the road. I'm training for the eyes. Technically, this is heading towards the island.

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I hope there's going to be lots of, yes, thank you,

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some sink open the road.

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Ultimately, a repair implemented, that is very similar to what we're showing here on the right side.

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Do balance, protection of the critical bridge elements with

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in environmental, I guess, in the application

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in the environmental environment,

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you know, so if you'd say principles on the left side,

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so the northern side of the trade side of the road.

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Again, around the bridge, we need to make sure

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the bridge infrastructure are protected,

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so that will also utilize rip wrap,

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but our intent on that side is to utilize a detail

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where loan and other material capable split supporting plant life gets mixed into the

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rip wrap and the rip wrap is topped with it. Such that that slope can be seated with a salt

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tolerance, cyberspace, site specific, such marsh applicable plantings or grass. That would

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time, ideally, they stand a vegetation, establish this stuff there, and that does two things.

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It eliminates some of the just amount of plain root brackets visible, and also it does help

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additionally protect the root file, slope and slope of the root plain.

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So this is a representation of your standing on the road, looking out for a straight

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of generally what the cross-sectional will play.

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Some of the highlights here are along the right side of the roadway.

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The access for the adjacent property.

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That's probably the direct adjacent to the power bridge.

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Because that access must be maintained.

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Additionally, you can see the 10-foot lanes, the striped shoulders,

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and then the gravel

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shoulder along the left side. I didn't notice that fact that this doesn't reflect that

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gravel shoulder over the bridge being paved. There should be a kind of flare out on the pavement

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on that left side, over the bridge.

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This shows the proposed bridge railings that were previously

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discussed, and those transitioning back to more standard roadway guardrail within the project

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limits. The guardrail is just intended to be within within the vicinity of the bridge to the

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length that's needed. We're not proposing guardrail and both sides of the breaks out of the roadway

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all the way up to the island. And like I said, this shows the arrangement of the

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shoulders and trowings. And as most folks here know, what in contrast really what's out there

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currently is just to 10 foot paved lanes over the bridge. And once you're on the bridge,

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you're essentially walking on that white line against the current rail currently. So as you can see

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this provides plenty of space for bicycles and pedestrians on both sides.

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So I want to give folks an update

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on kind of where we're at project.

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So this is the third public information meeting.

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We are currently progressing through the final design

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of this project.

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So design elements are substantially developed at this point

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where we're kind of putting the final details to it.

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Next step will be the project to be advertised

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to allow contractors to bid on the project

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to construct it, but it'll occur in August.

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So what we're planning,

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it's anticipated that construction will begin in December and based

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on the anticipated timeline of this, we're looking at somewhere around May of 2017 for construction

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evolution.

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When your construction is being utilized at the site for two reasons, one is more environmental

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requirements, and these coastal conditions they require this type of construction with this type of

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impacts that you conducted all the winter, and then additionally that's the period of lowest

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track your plan on tricks on the proof.

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We're listening to sever an A right now for the construction duration. That exact dates of that will be known until a contractor selected, they'll be given dates in the contract that align with this in terms of when they can start and when they can finish, that will reflect these, but ultimately the exact starting on December 15th. We were viewed as part of their submitted construction schedule. So that will be determined at a later date.

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So you're going back to this important element is the maintenance of access to trade two and

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from Drake's island during construction.

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It was discussed at the previous meeting.

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Some of the alternatives for how the main team access to the island, the selected approach

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would be to U.S. phase construction.

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And I have some of the figures on subsequent slides that would kind of articulate the process of this.

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So, look at one lane, the traffic open, at all times, that both directions will have to

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share the flow of traffic will be managed by a automated traffic signal.

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This method was elected over constructing a full temporary bridge to the north of the existing

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bridge that could have allowed two domains of traffic.

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The reason that is utility impacts, there's a gravity stewardening running along that

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northern side of the roadway, so supporting the temporary bridge to the north

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would have been difficult, as well as the deal with substantially increasing environmental

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impacts, which would have exacerbated the earned conditions and process.

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It's just an additional consideration that we key to looking at the access will be

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maintain that access to adjacent properties, both to the property directly adjacent to the bridge, as well as I believe it's one of 11 Drake's Island Road.

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That property is the entrance to that property is just at the western limit of the project.

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So we're not anticipating coordination there being difficult, but assets that will actually fully maintain through a construction.

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There may be short duration closures where the flaggers have to manually close the road for 15 minutes,

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or either to literally truck to back into the construction site.

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I'll elaborate on this a little bit more later, but that is just someone who wanted to keep it aware of.

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And then where this will be being constructed to wintertime.

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It'll kind of be, it'll be within a construction zone.

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One way to trap it, another thing we'll be taking into account as we review submitted traffic control plans will be maintenance of the road during the winter, so making sure planning operations and such can be maintaining the safe route.

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So this is a cross section to help articulate what the phase construction is.

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This is kind of your standing out of the center.

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I have trade sign links and this will technically be looking towards the islands.

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So looking to the east, so in phase one, and I do a two more slides after this.

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That will show this through the aerial view to also help articulate this.

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Good during phase one, the portion of the bridge on the right side.

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of existing bridges in the ground, the right side of that will be maintained, and the contract

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will essentially remove kind of the left third of the bridge. And it's called as vertical,

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the sheet piles, those vertical lines near the center. The trap will be maintained on the right side

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of the existing bridge. And once the left side of the existing bridge is out of the way, they'll build

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the new bridge, the northern section of the new bridge,

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and that was shown to the left side of the figure and gray.

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The second phase,

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traffic will be moved up onto that new bridge

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that is shown in gray,

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and then at that point the contract will be able

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to finish demolishing the old bridge, the southern half,

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and they will then build the southern half of the new bridge.

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So, this is an area that you're showing based on.

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So, the large area, or myself start by saying,

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this is approximate.

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The way trap control works is the contractor,

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the exact operation of this is typically put on the contractor.

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So, they will submit a contract control plan that meets the requirements

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that the town, CMA in here, suggests fourth and contract documents, but they'll submit a

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plan to put town, CMA in here, to a regular route. So this is approximate, but for this type of

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construction and project, this is what we're anticipating approximately seeing. So the work area

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in this phase one is the green area on the north side of the road. You can see the signals that

227
00:20:32,010 --> 00:20:42,250
end and traffic will be finalized into the southern lane during this phase.

228
00:20:50,270 --> 00:20:52,230
So phase 2 is essentially

229
00:20:53,270 --> 00:20:58,630
an offset of phase 1. Once they build that northern half of the bridge and the end bank

230
00:20:58,630 --> 00:21:05,230
can set me up to a traffic will be directed over onto that northern side and the work area will switch

231
00:21:05,230 --> 00:21:09,550
down into these other side and then they'll build the second phase of the bridge, which is

232
00:21:09,550 --> 00:21:17,370
shown here in red. Just an overall comment on chapter control. We are looking through

233
00:21:17,370 --> 00:21:22,170
what the contract documents will be set up for. The town we're looking forward is starting to

234
00:21:22,170 --> 00:21:28,190
goal. The chapter control is to maximize safety during instruction to the public and the workers

235
00:21:29,530 --> 00:21:36,370
maximizing efficiency of construction. So that's not taking longer or costing more than it needs to.

236
00:21:37,010 --> 00:21:39,750
And then limit what we're all in that on travel power.

237
00:21:46,800 --> 00:21:52,200
So like I said, after the design phase is complete, the next step will be to

238
00:21:52,200 --> 00:21:57,300
to the town to advertise the project to get a contractor to build it.

239
00:21:57,300 --> 00:22:06,220
see an engineer's will be supplying contract plans and documents for contractors for review

240
00:22:06,220 --> 00:22:08,480
and called their vids the other day's dawn,

241
00:22:12,780 --> 00:22:17,300
interest in this process, typically when

242
00:22:17,300 --> 00:22:23,520
a project be advertised it'll be listed on towns website. So those documents should be available

243
00:22:23,520 --> 00:22:28,640
and then once contractors have had a chance to pull their vids together by a specified date,

244
00:22:28,640 --> 00:22:29,880
Please, please, please, please.

245
00:22:30,000 --> 00:22:36,540
Or, typically, open publicly and read aloud, just for transparency across us.

246
00:22:38,280 --> 00:22:41,020
CNN changed to be assisting the town during the stage.

247
00:22:42,480 --> 00:22:49,400
We will be assist with reviewing the bids, or looking forward to making sure all the numbers are correct.

248
00:22:49,560 --> 00:22:51,660
Correctly added up, multiplied, et cetera.

249
00:22:54,420 --> 00:22:58,760
that they haven't missed any of the requirements and things like that, just please be

250
00:22:58,760 --> 00:23:03,880
going to make sure it's a complete after it did. Because mistakes do happen and sometimes

251
00:23:03,880 --> 00:23:09,000
they do affect food with the low there is and things like that. So we come through that and

252
00:23:09,000 --> 00:23:15,220
provide a recommendation with town and the town is the one that town of all that decides what

253
00:23:15,220 --> 00:23:21,380
contractor is select. Typically and in most cases like in this case the contractor would be selected

254
00:23:21,380 --> 00:23:26,760
based on combination. Typically, you look at the logo that are as long as they're did as long

255
00:23:26,760 --> 00:23:31,100
as they're ballified and their proposal is completely natural.

256
00:23:36,580 --> 00:23:37,600
So the construction sequence

257
00:23:38,800 --> 00:23:45,040
of bridge engineer, I love details. I will not bore you all the going through the whole sequence of

258
00:23:45,560 --> 00:23:51,280
it's struck in your bridge get by a bit. So it's way too nice out for that. So in the head of some

259
00:23:51,280 --> 00:23:55,580
high points, I'm definitely at half of the same, but it has any specific questions of points

260
00:23:55,580 --> 00:24:01,660
interest, feel free to ask question after. So it starts kind of with the contractors

261
00:24:01,660 --> 00:24:06,320
securing the site, so it's getting traffic control in place and getting erosion to

262
00:24:06,320 --> 00:24:12,800
troll edges in place. That kind of allows traffic to be progressing safely. And the site

263
00:24:12,800 --> 00:24:20,520
contains, so it's not causing any unnecessary environmental impacts. From there, the contractor will

264
00:24:20,520 --> 00:24:25,800
you'll install likely a combination of sheet steel sheet piles and sand ends to

265
00:24:26,960 --> 00:24:31,240
de-water the area. The area where the bridge is going to be built needs to be dry.

266
00:24:32,640 --> 00:24:37,920
So with the title conditions here they're going to have to construct the set of

267
00:24:37,920 --> 00:24:43,100
copper dams basically to keep the work the work area to dry during all times. Once that's done

268
00:24:43,100 --> 00:24:47,680
then let's all steel sheet steel piles. That's what bridge is going to be supported on.

269
00:24:47,680 --> 00:24:53,600
There's a particular clay and soft marsh materials at this site that will marsh make sense.

270
00:24:53,940 --> 00:25:02,960
So steel piles will be driven down through that to support a bridge from their concrete will be placed to tile those piles together.

271
00:25:03,880 --> 00:25:14,220
And then finally the precast bridge bridge frame that's going to sit at top of those foundation elements will be delivered and set in place to the crane.

272
00:25:14,220 --> 00:25:23,400
They'll do that for phase one, they'll likely ship some of their water controls around, and then they'll repeat the process for phase two.

273
00:25:25,140 --> 00:25:41,700
Once the full bridge is installed, they will construct the wriggling advancements, and wriggle service, and then towards the tail of the process project, they're essentially working on restoring the site, restoring disturbed areas near the total slope, and things like that.

274
00:25:45,160 --> 00:25:50,880
So like I've noted a couple of times, public safety is paramount during this project.

275
00:25:51,720 --> 00:25:54,620
Why say public safety, I do also mean safety of the workers.

276
00:25:58,700 --> 00:25:59,220
So,

277
00:26:02,610 --> 00:26:07,470
these are just a couple of things that we find generally good to keep in mind.

278
00:26:08,150 --> 00:26:11,370
So this is going to be a very active work site.

279
00:26:11,370 --> 00:26:14,310
It's constrained the site with the steam on our causeway.

280
00:26:15,490 --> 00:26:18,270
The rowways kind of get down to the single lane.

281
00:26:18,730 --> 00:26:21,450
Contractor is going to be working in narrow area.

282
00:26:22,610 --> 00:26:26,350
So it's just important to remember that the site

283
00:26:26,350 --> 00:26:27,510
can change daily.

284
00:26:28,530 --> 00:26:31,690
So being aware is your driving through here is important.

285
00:26:32,930 --> 00:26:33,990
By the same thing.

286
00:26:35,190 --> 00:26:38,650
As I noted, work may require temporary short term

287
00:26:38,650 --> 00:26:43,770
structures to trap it, the fliders, so as I said, for delivery of materials, if they need to

288
00:26:43,770 --> 00:26:48,930
set the pre-castered frames, and those have to be swung out over the roadway, they can't swing them

289
00:26:48,930 --> 00:26:55,370
over an active roadway. So, another thing to keep in mind is there may be short-term interruptions

290
00:26:55,370 --> 00:27:00,810
about those would be handled with blinders on site, so they would be clear about it.

291
00:27:05,210 --> 00:27:09,650
Curiosity happens, but the public should not enter or approach the worst site.

292
00:27:10,030 --> 00:27:13,550
We sound a little crazy, but we see it fairly often.

293
00:27:14,690 --> 00:27:17,030
I get curious about construction projects all the time.

294
00:27:18,370 --> 00:27:21,190
But like I said, this is going to be very constrained work site.

295
00:27:21,390 --> 00:27:27,350
A lot of moving pieces, deep excavations on areas with health water.

296
00:27:28,490 --> 00:27:33,190
So it's important to obey any signage, medicine, etc.

297
00:27:34,790 --> 00:27:40,830
even slowing down and trafficking is trying to be a view, can cause hazards, so we just

298
00:27:40,830 --> 00:27:46,890
like to remind people of that. And then this doesn't typically happen, but again, just with that

299
00:27:46,890 --> 00:27:52,650
kind of idea of not wanting the public generally approaching the work site, if there are issues,

300
00:27:53,470 --> 00:27:57,230
or grievances that come up through a construction, like I said, it would be a very busy work site,

301
00:27:58,790 --> 00:28:05,830
Those should be directed to the town of sure more information can be made available, where and how.

302
00:28:06,770 --> 00:28:12,470
But we generally find that issues don't get resolved as quickly or as smoothly.

303
00:28:14,490 --> 00:28:19,530
By parking at the road, walking back and walking out and saying trying to fly somebody down to talk to a person.

304
00:28:19,850 --> 00:28:24,250
So we do just like to remind both staff the best way things handled quickly.

305
00:28:24,250 --> 00:28:33,550
Fishing me is to alert town and then be construction engineer can be can help for the place in those.

306
00:28:36,700 --> 00:28:40,760
So I think this is my last slide. So I thought it would be appropriate to kind of end with.

307
00:28:41,820 --> 00:28:44,680
This is a substantial process to get here.

308
00:28:45,720 --> 00:28:47,880
It's a substantial project.

309
00:28:48,980 --> 00:28:54,900
So I want to kind of end on what is the, what are the time getting here? What's the conclusion of all this?

310
00:28:56,040 --> 00:28:58,680
And so, yes, why are we doing this?

311
00:28:58,720 --> 00:28:59,960
Why are we spending money on this?

312
00:29:00,300 --> 00:29:03,180
Why is this interruption worth it?

313
00:29:03,700 --> 00:29:06,920
So, firstly, safety, you know, that all the public meetings,

314
00:29:07,980 --> 00:29:11,820
it was a priority listed to us by the town,

315
00:29:11,960 --> 00:29:14,580
even ahead of any designer evaluation period.

316
00:29:16,000 --> 00:29:17,740
So, the addition of things like shoulders,

317
00:29:18,680 --> 00:29:20,360
the life of pedestrian railings,

318
00:29:21,820 --> 00:29:25,220
and the length of the duration of what they've

319
00:29:25,220 --> 00:29:27,540
missed would trap the column or all components

320
00:29:27,540 --> 00:29:28,980
that are trying to be a safer crossing.

321
00:29:31,560 --> 00:29:34,820
The existing structure has reached the end of its useful life.

322
00:29:34,960 --> 00:29:38,860
The town has recently made the idea of your reports that

323
00:29:38,860 --> 00:29:42,660
confirmed this. We've reviewed the bridge at the onset of the project.

324
00:29:44,380 --> 00:29:53,120
And so the new bridge will be a full-in-use structure 75 plus year design life of the build

325
00:29:53,120 --> 00:29:59,800
with modern materials and will be, have been designed to meet main VOT standards, so

326
00:30:00,050 --> 00:30:10,450
On the other hand, the town's getting is seeing what she's beginning for a T.O.T. bridge is top of the line, and the design line will be matched to that.

327
00:30:10,750 --> 00:30:19,990
And then finally, really just resiliency of the overall structure and area, so this is by

328
00:30:21,270 --> 00:30:30,310
elevator in the roadway, adding stone passion on the southern side. We're looking to increase

329
00:30:30,310 --> 00:30:36,030
the resiliency of the crossing to flooding, wave damage to storm events or from storm

330
00:30:36,030 --> 00:30:42,330
events. By advertising the crossing, we're looking to ensure that both in the short term and

331
00:30:42,330 --> 00:30:47,650
long term flows to the inland marsh area, or not be restricted to make sure of the resiliency

332
00:30:47,650 --> 00:30:52,490
of that area is mass-massed. And then being

333
00:30:52,490 --> 00:30:55,330
freezing of a zone C to changing traffic levels,

334
00:30:55,790 --> 00:30:58,690
as I said, I think I can demonstrate some making sure

335
00:30:58,690 --> 00:31:01,130
that the structure has facilities for

336
00:31:01,130 --> 00:31:04,570
life's best dreams that meet current and potential future needs.

337
00:31:08,040 --> 00:31:12,060
And so that is the conclusion. And I bring now, yeah, we can just roll

338
00:31:12,060 --> 00:31:15,940
right into a question and insert session.

339
00:31:19,100 --> 00:31:21,800
I don't know, you won't call it closer.

340
00:31:22,020 --> 00:31:23,040
I don't think you can.

341
00:31:24,180 --> 00:31:24,760
All right.

342
00:31:25,240 --> 00:31:26,580
She has started to come all the way back.

343
00:31:26,800 --> 00:31:27,600
Sir, sure.

344
00:31:27,780 --> 00:31:28,980
I feel proud of the recording.

345
00:31:29,240 --> 00:31:30,120
I don't be true.

346
00:31:31,080 --> 00:31:33,940
What's the current thinking for an area in the right?

347
00:31:34,220 --> 00:31:36,340
And should that be all in cost for this?

348
00:31:36,580 --> 00:31:36,920
Well, hi.

349
00:31:36,980 --> 00:31:37,740
I know.

350
00:31:38,040 --> 00:31:40,220
Until you get the bits, sort of.

351
00:31:40,240 --> 00:31:41,220
Yes, I'm going to be curious.

352
00:31:41,320 --> 00:31:41,960
What are the bits?

353
00:31:42,400 --> 00:31:42,460
What are the bits?

354
00:31:42,460 --> 00:31:42,560
What are the bits?

355
00:31:42,560 --> 00:31:42,820
What are the bits?

356
00:31:44,120 --> 00:31:46,460
What are the bits?

357
00:31:47,140 --> 00:31:52,340
I noticed that the human marsh was part of the federal grant in addition to the marsh,

358
00:31:52,460 --> 00:31:56,460
some of the funds you go to the fridge, so I'm just curious what the source of funding

359
00:31:56,460 --> 00:32:00,680
is all right between the town, the state, and the federal, and what I'm really getting at is

360
00:32:00,680 --> 00:32:05,360
a concern that some of the funds might be held up, even if it's going on in March.

361
00:32:05,360 --> 00:32:12,740
to get an example of what you are. So, right now, our construction cost estimate for this

362
00:32:13,360 --> 00:32:24,540
is rate around 2.5 million. The town currently has a grant for that full amount. So,

363
00:32:24,540 --> 00:32:29,700
for example. So, that came through the same program as the Marshall Street sort of,

364
00:32:29,700 --> 00:32:37,180
No. Yes. Yeah. So a network grant for that full instruction amount. That's how that's being covered.

365
00:32:37,820 --> 00:32:42,540
And so I was at a 2.5 million. That's finally we're going to turn it through to this.

366
00:32:44,400 --> 00:32:51,600
That's a, we calculated that with a fairly detailed approach to that this stage of the process. We don't know if they have a high level on it.

367
00:32:51,720 --> 00:32:55,120
Based on current devices. That's what that's what it ever said. It's 2.5.

368
00:32:55,120 --> 00:33:00,160
And it's just be clear, well, the town will get those funds to actually complete the product.

369
00:33:00,300 --> 00:33:00,780
Is that correct?

370
00:33:01,200 --> 00:33:03,400
We're going to urge the town sitting on the funds.

371
00:33:03,700 --> 00:33:04,340
Probably going to tell you that.

372
00:33:05,040 --> 00:33:10,060
I believe and I believe town has the funds.

373
00:33:10,360 --> 00:33:11,940
Can you tell me those?

374
00:33:12,560 --> 00:33:12,720
Great.

375
00:33:13,440 --> 00:33:13,920
Thank you.

376
00:33:13,960 --> 00:33:14,460
Thank you, my 15.

377
00:33:16,900 --> 00:33:18,080
Middle, second row.

378
00:33:18,220 --> 00:33:20,020
I'm going to actually go about a couple of questions.

379
00:33:20,020 --> 00:33:20,780
I've already answered.

380
00:33:20,780 --> 00:33:28,300
at 432 Drake's side of the road. Will this new bridge have any effect of the rise of the

381
00:33:28,300 --> 00:33:34,160
title in the Marsha area, either during construction or after completed completion?

382
00:33:35,400 --> 00:33:43,600
Yep. So currently the bridge is not a significant

383
00:33:43,600 --> 00:33:52,500
independent to title of Shane, that our modeling show is going to worsen over time. So in the short term,

384
00:33:54,340 --> 00:34:13,580
no, it will not cause a change in the title of Shane in the inland in the inland in

385
00:34:14,860 --> 00:34:24,290
long-term, long-term, it's not been raised the elevation. It's just over time the seal up

386
00:34:24,290 --> 00:34:31,310
of it would have been getting hot. In theory would be getting higher. Both seward and inland

387
00:34:31,310 --> 00:34:37,050
would be rising coincident at the same rate until a certain point where the bridge would start

388
00:34:37,050 --> 00:34:44,150
choking off that flow. So, it wouldn't, the bridge itself wouldn't be causing, at that point,

389
00:34:44,150 --> 00:34:46,690
the bridge would be actually holding, holding back,

390
00:34:46,890 --> 00:34:49,690
and we're keeping the timels inland of the bridge less

391
00:34:49,690 --> 00:34:51,770
than the coastal area of Ciberd area.

392
00:34:52,490 --> 00:34:53,390
Like that, it's a couple of orders.

393
00:34:53,390 --> 00:34:54,090
Yeah, one of them.

394
00:34:54,530 --> 00:34:57,210
Okay, the pedestrian bike that that's only

395
00:34:57,210 --> 00:34:58,490
to be on that bridge, right?

396
00:34:58,490 --> 00:35:00,970
Once that bridge ends, there's not gonna be a path

397
00:35:00,970 --> 00:35:02,370
for the pedestrians or the bikes

398
00:35:02,370 --> 00:35:05,190
for like the second bridge and the rest of the way.

399
00:35:05,550 --> 00:35:06,370
Is that correct?

400
00:35:06,910 --> 00:35:08,990
Yeah, you're referring to that five that five put grabway?

401
00:35:08,990 --> 00:35:09,930
Yeah, yeah.

402
00:35:10,070 --> 00:35:13,010
So that, yes, that is contained to justice,

403
00:35:13,010 --> 00:35:17,690
in this project area, it extends beyond the limits of the bridge because we have to kind of

404
00:35:17,690 --> 00:35:22,310
taper it. Okay, that's just to say I need to do that. So the people who are more so

405
00:35:22,310 --> 00:35:27,010
bikes, because they're traveling at a greater speed that all of them they have this five foot

406
00:35:27,010 --> 00:35:31,950
path and all of them they're coming down to nothing. Yeah. So always it does. It probably stands up

407
00:35:31,950 --> 00:35:38,830
approximately 150 feet to the side of the bridge and the gravel shoulder will taper in over one

408
00:35:38,830 --> 00:35:45,010
period and then even even the page for what white land inside the remainder growing in the

409
00:35:45,010 --> 00:35:50,470
correction doesn't have that facility so similarly those were have to taper in over time

410
00:35:50,470 --> 00:35:57,470
and it's typical to add some visual to add some signage of white land ends but yeah we're trying

411
00:35:57,470 --> 00:36:00,550
to stop as much as possible because yeah the last thing you want is just the one going on on the

412
00:36:00,550 --> 00:36:06,010
white land yeah I had a group of the ending so that is that is a kind of thing and a couple more

413
00:36:06,010 --> 00:36:09,950
that is it only going to be day construction or is it going to be night and day?

414
00:36:10,530 --> 00:36:14,810
Because Russian is generally limited to the day time. One of the things we're going to look at

415
00:36:14,810 --> 00:36:19,370
at the town on this is with this data title project. Those are more challenging to item-wise.

416
00:36:19,630 --> 00:36:28,070
So, a typical workout for construction project are set into 5, 8 to 5. Sometimes for coastal projects

417
00:36:28,070 --> 00:36:33,290
like this, we will discuss with the town whether it makes sense to open those up a little bit.

418
00:36:33,290 --> 00:36:37,150
But we're definitely not talking about construction at two in the world.

419
00:36:37,450 --> 00:36:41,230
Yeah. So I, and I just was curious. And then my last one, sorry,

420
00:36:41,230 --> 00:36:47,130
Norris, like when it's a complete closure, the only issue that I have or concern would be is

421
00:36:47,130 --> 00:36:53,070
if there's an emergency on the island, there's an ambulance and it's closed. Will the town or

422
00:36:53,070 --> 00:36:56,950
something left to know so that they can open it so when the ambulance comes and we'll be open

423
00:36:56,950 --> 00:37:02,070
for them to get through. Yeah. So in that process, I said, if there are any

424
00:37:02,070 --> 00:37:06,770
very short duration pull closer. The contract will be required to have a full set of

425
00:37:06,770 --> 00:37:11,830
flaggers on site. So if they've held traffic at either approach, there's a flag

426
00:37:11,830 --> 00:37:16,050
there and there's an ambulance coming. The flagger would believe that the ambulance down

427
00:37:16,050 --> 00:37:20,470
the open lane through the contract would be alerted. They'd move whatever instruction

428
00:37:20,470 --> 00:37:24,410
on the way as quickly as possible, hold the lift, whatever the ambulance would be allowed to pass.

429
00:37:24,410 --> 00:37:25,030
How do I wear that?

430
00:37:25,650 --> 00:37:25,990
Very good.

431
00:37:26,010 --> 00:37:26,710
Thank you.

432
00:37:26,770 --> 00:37:27,370
You're welcome.

433
00:37:29,010 --> 00:37:29,270
Yeah.

434
00:37:31,620 --> 00:37:49,860
The current bridge is in such terrible condition that I told my friends, I agree with the time we go over it, hoping that the leaders don't call through. And I'm not even kidding. Is there a plan that the bridge should fail, the point of the summer, construction can start? Is there a plan for continuing access to the other?

435
00:37:50,560 --> 00:37:55,940
Um, I really hope that's not the issue because we are this we're this close to destruction.

436
00:37:57,580 --> 00:37:58,580
Um, it's not it's really.

437
00:37:59,720 --> 00:38:00,280
So.

438
00:38:00,460 --> 00:38:01,940
I didn't get the question.

439
00:38:02,220 --> 00:38:06,320
So the point the question was if something were to happen to the,

440
00:38:06,320 --> 00:38:11,800
uh, bridge between now and and when the stars start so if something happened and failed,

441
00:38:12,100 --> 00:38:15,420
what would be the contingency for providing access to the island.

442
00:38:15,420 --> 00:38:20,360
I mean, destiny of the town would have to address with an engineer,

443
00:38:20,920 --> 00:38:26,420
as a verbi, and rapid mobilization of something to stand that.

444
00:38:27,100 --> 00:38:33,600
As long as this design incorporates, obviously this could potentially be set up to make it available faster.

445
00:38:34,800 --> 00:38:35,580
But that happens.

446
00:38:35,700 --> 00:38:38,580
I mean, the storm events working into these are cut off,

447
00:38:38,740 --> 00:38:44,820
and there's a variety of solutions in terms of getting quick access to that to a site.

448
00:38:45,840 --> 00:38:47,140
I'll talk about it.

449
00:38:47,480 --> 00:38:47,580
Yeah.

450
00:38:47,580 --> 00:38:49,160
You've got enough device to be answered.

451
00:38:49,620 --> 00:39:05,020
Well, I mean, oh, oh, away, away, I've seen it done in other locations for similar circumstances with proper permitting agencies contacted is I've seen communities throwing a really large pipe that's stock.

452
00:39:05,020 --> 00:39:11,120
So, but go and find the stock six foot diamond or plastic pipe, throw it in and bury it.

453
00:39:11,200 --> 00:39:15,780
And essentially, you left it a very cold bird for four months until the structure can start.

454
00:39:16,080 --> 00:39:19,740
That's the way I've seen it handle for, like, large storage, where roads are washed out.

455
00:39:21,240 --> 00:39:25,060
You're all, um, just real quick. I want you to come back to your address. I left off the

456
00:39:25,060 --> 00:39:28,500
end of your question of the hangups. Oh, if that funding is not available.

457
00:39:28,920 --> 00:39:32,540
We're going to write it all good. Well, you just press that back. It sounded like you were applying that

458
00:39:32,540 --> 00:39:37,080
no agreement it covers every time. Yes. And then some don't have the back set. It's not like

459
00:39:37,080 --> 00:39:42,740
a couple of town's got the funds sick. So there should be no risk for those funds. Correct.

460
00:39:42,860 --> 00:39:49,180
They didn't allocate it. Right. I want to give you. Yep. All right. You're going to keep on with the

461
00:39:49,180 --> 00:39:54,380
little girl. So now we're there. Yep. It's always been a concern. I don't know.

462
00:39:57,860 --> 00:39:59,520
It's always been a concern.

463
00:39:59,520 --> 00:40:08,380
mine, if there was an emergency, is there another exit off and on the island? It's available for all of us

464
00:40:08,380 --> 00:40:14,700
in any time. I don't know many, to my knowledge, there's only one exit in and out who have never

465
00:40:14,700 --> 00:40:21,140
had to use and not have been here quite a few years, but now they're going to be working on this main role.

466
00:40:24,290 --> 00:40:28,570
There's another way to get on and off the island. That's good. Well, unfortunately, there's not,

467
00:40:28,570 --> 00:40:33,010
And that's kind of one of the reasons why this project is so important.

468
00:40:34,510 --> 00:40:42,530
There's cases where immunists and immunists values are not as forward looking and a bridge deteriorates even further.

469
00:40:42,530 --> 00:40:44,710
A bridge is deteriorated much further.

470
00:40:45,330 --> 00:40:53,330
And if a town waits till there's a hole in the deck to replace it, then you get in the situation where you're losing access to town.

471
00:40:53,330 --> 00:40:58,750
Thankfully, started planning this and thinking about this four years ago, was able to hear

472
00:40:58,750 --> 00:41:05,370
funding in partnership with the Well Reserve. And so, in short, there is another access. And that's

473
00:41:05,370 --> 00:41:11,630
why it's so important that this bridge view replace the migration. Can I just stay there now?

474
00:41:11,710 --> 00:41:20,710
I'm going to have an exit. If we need to get to you on the island, we can. If we need to get to you

475
00:41:20,710 --> 00:41:25,470
get you off the island, we can go through bottom and farm, we'll take your TV, you can get

476
00:41:25,470 --> 00:41:28,450
down through that. What if you sign off your hour?

477
00:41:28,590 --> 00:41:33,610
He's skating that, this is not a cool thing, and it's very sad, I don't know, I don't know.

478
00:41:33,770 --> 00:41:38,050
And then nobody else, we went with emergency, but what's that?

479
00:41:38,050 --> 00:41:40,310
What's that? Police, are you with the eye of? Oh, okay.

480
00:41:40,310 --> 00:41:50,490
We'll get you off. We will get you off. Yeah, okay. All right. All right.

481
00:41:50,490 --> 00:41:53,990
Can I just, Rebecca, do we have any questions coming in on Facebook?

482
00:41:54,390 --> 00:41:55,650
It's not that much, it's not that much.

483
00:41:56,170 --> 00:41:59,990
All right, they're all back, Rose started on that, yeah.

484
00:41:59,990 --> 00:42:01,970
They're both fully, sort of, Jay Lane.

485
00:42:02,510 --> 00:42:04,350
When you're down, there's a one-lane traffic.

486
00:42:04,470 --> 00:42:09,530
What is the width of the lanes from the D in conjunction with the width of our, why are different?

487
00:42:10,830 --> 00:42:16,570
So the proposed minimum width of the single lane with 11 feet.

488
00:42:18,370 --> 00:42:22,690
And that's on the narrow side, but it's within typical limits.

489
00:42:23,850 --> 00:42:27,210
You think about standard, standard vehicle limits to three, about eight feet.

490
00:42:27,350 --> 00:42:30,930
So fire truck is a little on the boat, both your side of the, all the actors on it.

491
00:42:31,030 --> 00:42:33,290
But let me eat this fish for that.

492
00:42:33,530 --> 00:42:36,270
And we measure our ladder truck.

493
00:42:37,130 --> 00:42:41,410
But I had not, but again, based on previous experience,

494
00:42:42,150 --> 00:42:43,850
I'm pretty sure it doesn't beat sufficient.

495
00:42:43,850 --> 00:42:47,610
So just blasts, busierly the boat went,

496
00:42:47,770 --> 00:42:50,050
but the British was done when it's a battle camp,

497
00:42:50,270 --> 00:42:52,730
but then, so I'll try to explain it to the car.

498
00:42:53,010 --> 00:42:54,590
But then I get through that, so it's very,

499
00:42:54,790 --> 00:42:56,290
but I don't have the time to do that.

500
00:42:59,960 --> 00:43:02,140
But I still don't have the time to do that.

501
00:43:03,580 --> 00:43:08,240
Well, then you know that the bridge is the bridge in the same location?

502
00:43:10,520 --> 00:43:10,880
Yes.

503
00:43:11,420 --> 00:43:11,700
Okay.

504
00:43:11,700 --> 00:43:18,300
But if you, well, that can history all the waterways from the high times,

505
00:43:21,010 --> 00:43:24,890
but into the wall where the guideway was, and the big stones.

506
00:43:25,930 --> 00:43:33,890
And three times, you know, for example, at the end of England here, that right there, by the wall, has been replaced two years ago.

507
00:43:33,890 --> 00:43:37,730
I was in the construction company for 10 years.

508
00:43:38,170 --> 00:43:42,130
We built the sand in the bridge, the sand in the bank,

509
00:43:44,940 --> 00:43:45,800
where they put it in the stone.

510
00:43:46,100 --> 00:43:48,260
So the bridge should have been when it water

511
00:43:48,260 --> 00:43:51,980
and then be detamaging to the roadway for years.

512
00:43:52,440 --> 00:43:53,440
Maybe they didn't move it.

513
00:43:54,040 --> 00:43:56,840
So the way one of the reasons for that,

514
00:43:57,180 --> 00:44:00,200
any of these title-channel areas are very complex

515
00:44:00,200 --> 00:44:01,340
and they're ever changing.

516
00:44:02,020 --> 00:44:04,380
Because of that channel, they've been washing away

517
00:44:04,380 --> 00:44:09,360
the bank is a long time because you can't hold water.

518
00:44:09,400 --> 00:44:13,640
Water has its own direction and it should have been

519
00:44:13,640 --> 00:44:18,300
the bridge to the water boat, not with the state of the boat.

520
00:44:18,500 --> 00:44:21,320
Yeah, so it's an excellent point.

521
00:44:21,880 --> 00:44:23,860
And part of the way that this is going to help

522
00:44:23,860 --> 00:44:27,480
a lady that is the curb bridge has a 10 foot opening,

523
00:44:28,500 --> 00:44:31,280
the proposed, so it's in the same spot that proposed bridge

524
00:44:31,280 --> 00:44:33,120
has an opening of 22 feet.

525
00:44:33,120 --> 00:44:34,580
But you don't say anything.

526
00:44:36,260 --> 00:44:41,840
Oftentimes, when bridges are undersized, that is when you see,

527
00:44:41,900 --> 00:44:44,640
It's not the book, it's the book, it's the book.

528
00:44:45,520 --> 00:44:49,420
It's the book of high-tech, and the waterway is filled with water.

529
00:44:49,880 --> 00:44:54,900
It functions in the satin field bank, it's not the downing that and the other, it starts.

530
00:44:54,980 --> 00:44:57,580
It's not as far as eight times for four to five years.

531
00:44:58,400 --> 00:44:59,360
So it was going to do it again.

532
00:45:00,400 --> 00:45:13,560
But yeah, our intent was with the stand of the bridge, the stone, the shaping of the inlets, based on our experience, what we're proposing should we do that

533
00:45:15,740 --> 00:45:17,720
with people on the right distance.

534
00:45:18,040 --> 00:45:18,800
I'm a him.

535
00:45:20,160 --> 00:45:26,300
I'm wondering, this was a start earlier and things always tend to go a little bit later, et cetera.

536
00:45:26,300 --> 00:45:31,960
Why wouldn't we keep this on schedule to be more like an ovember star to sort of protect me, June,

537
00:45:32,100 --> 00:45:36,900
or is I'm worried about the timing? Why would we start a November 1st of civil impact?

538
00:45:39,180 --> 00:45:48,220
So the change from ovember to December is really based on and we're working to accelerate the

539
00:45:48,220 --> 00:45:54,500
science, once we can, but it's a scrappy design, leading the contractor times curatorials.

540
00:45:56,020 --> 00:45:57,800
So, but I did that's an excellent point.

541
00:45:58,340 --> 00:46:01,260
That's something that we've discussed with the town where we're aware of.

542
00:46:02,340 --> 00:46:09,500
And we will be continuing to look at, as we set contract dates to incentivize the contractors,

543
00:46:09,500 --> 00:46:15,960
as much as possible to make sure we leave as much of a buffer on the talents we do recognize that that's a,

544
00:46:15,960 --> 00:46:19,660
The series was streaming. Yes.

545
00:46:20,100 --> 00:46:27,460
The high resolution of the bridge, do you anticipate on-game on the inner side of the roadways,

546
00:46:27,480 --> 00:46:33,220
especially the side that's next to the hill coming down from the road one, then if so,

547
00:46:33,360 --> 00:46:36,960
with their designs, I think, gave that fish.

548
00:46:37,960 --> 00:46:44,280
On the roadway, or? Right. And will you, is there a plan to send that water off somewhere?

549
00:46:44,280 --> 00:46:50,240
Yeah, so what I mean, we're going to utilize a fairly standard roadway cross section.

550
00:46:51,720 --> 00:46:53,660
That's largely in mirrors what's there now.

551
00:46:56,980 --> 00:47:02,020
So water will shed just off the either side of the roadway largely as it does now.

552
00:47:02,760 --> 00:47:04,940
With the bridge being higher.

553
00:47:05,800 --> 00:47:10,280
Some of the water is going to as it's draining off the road side to side,

554
00:47:10,280 --> 00:47:17,240
be training away from the bridge. But with the short length of this, I don't have an exact number

555
00:47:17,240 --> 00:47:23,080
for you, but we expect the kind of change and drainage around the bridge to the next one.

556
00:47:25,390 --> 00:47:33,290
That is your question. Okay. Maybe I wanted to go back. Hi, John Melian. I love at the time

557
00:47:33,290 --> 00:47:38,690
the drinks I have in the program. Would be a link. I'm assuming for those of us that walk you around

558
00:47:38,690 --> 00:47:41,270
that we're now walking down the road during this project?

559
00:47:43,390 --> 00:47:44,490
So I think that's something,

560
00:47:44,630 --> 00:47:46,010
I guess it's an important point

561
00:47:46,010 --> 00:47:48,950
and I applaud you for walking in the middle of winter.

562
00:47:51,510 --> 00:47:52,870
No, I guess that's a good point.

563
00:47:53,550 --> 00:47:56,910
I think as we finalized track control details,

564
00:47:58,350 --> 00:48:00,830
that's the million we can discuss and see what's kind.

565
00:48:02,490 --> 00:48:05,130
There will be anything there that necessarily says

566
00:48:05,130 --> 00:48:06,910
you can't walk through there.

567
00:48:06,910 --> 00:48:14,950
But obviously for safety standpoint, it would be kind of up to the use for whether you feel safe within that kind of 11 foot traversing that.

568
00:48:15,330 --> 00:48:34,250
And then you mentioned safety a lot and can you give us a little bit more detail on where that widen widening side of rage will end going to the island because looking at it, it looks like it's going to end the other that really big curve.

569
00:48:34,250 --> 00:48:41,400
And because of the restrictions now parking on the island parking lines with two to a car,

570
00:48:42,450 --> 00:48:47,950
we have 10 grandchildren ages 4 to 18 who are now required to ride their bikes down.

571
00:48:49,150 --> 00:48:53,990
And I'm more concerned now, I was concerned before about them being on the bridge,

572
00:48:54,190 --> 00:48:58,690
but now that bridge is going to end and they're going to get that really dangerous curve,

573
00:48:58,690 --> 00:49:06,070
where cars were coming up and they're going to be coming into the cars. So will it end right at that

574
00:49:06,070 --> 00:49:10,970
that really bad, but I'm sure you know. You started talking with the curve to the east of the bridge?

575
00:49:11,110 --> 00:49:20,570
I'm talking about the curve. Yes. So actually, it ends before that. That's why it's actually

576
00:49:20,570 --> 00:49:28,190
before that hurt. Yeah. Do you know where the if you're going out on the island? There's kind of a gravel

577
00:49:28,190 --> 00:49:33,390
pull off area close to the bridge? Sure. It's approximately in the air where it's going to be

578
00:49:33,390 --> 00:49:37,870
flaring at, yes. So we weren't sure until it's meeting what was going to happen because our

579
00:49:37,870 --> 00:49:44,570
another has been a lot of requests and discussions about bypass and walkways going all the way down the road.

580
00:49:44,570 --> 00:49:49,590
What would we bring our concerns to with this ending where it does?

581
00:49:50,430 --> 00:49:52,870
Don't, don't, don't be, I say, to the count.

582
00:49:53,710 --> 00:49:55,670
I'm sorry, I'm sorry, Michael.

583
00:49:57,210 --> 00:49:58,110
I hope you enjoyed it.

584
00:49:58,690 --> 00:50:00,670
And that was my next thing you mentioned.

585
00:50:01,130 --> 00:50:01,910
Don't talk to them.

586
00:50:02,030 --> 00:50:03,570
Which I totally get the workers.

587
00:50:03,610 --> 00:50:05,470
You know, for your grievances to the town.

588
00:50:06,210 --> 00:50:10,090
But that's a, you know, that's kind of like a very, who's the town?

589
00:50:10,090 --> 00:50:11,230
That's it.

590
00:50:11,250 --> 00:50:11,490
That's it.

591
00:50:11,490 --> 00:50:13,270
It was a little bit, we're right here.

592
00:50:13,690 --> 00:50:14,170
It's very listening.

593
00:50:15,170 --> 00:50:15,490
Yeah.

594
00:50:15,490 --> 00:50:25,090
And I mean, that the, the, the, something like this, I, we do understand that, when looking at it,

595
00:50:25,110 --> 00:50:26,450
we're improving this one small area.

596
00:50:26,530 --> 00:50:31,310
Obviously, the trace on road is much longer, a corridor, the kind of the way we approach that

597
00:50:31,310 --> 00:50:36,350
and with count of professional starters, there's an opportunity to improve this area.

598
00:50:37,090 --> 00:50:47,210
And so we, to work within the funding and available, we did as much as we could at this area, but the old, the primary goal there was to make sure the town wasn't limiting itself in the future.

599
00:50:47,670 --> 00:50:57,650
And so that's why, especially this town, we look at adding that five even north side. So it does limit it to this area, but the process of the thought process was to make sure the town isn't limited.

600
00:51:01,350 --> 00:51:02,770
Yes, on the end.

601
00:51:02,770 --> 00:51:09,150
Yes, to follow our pay more of them from heat down, to follow along with a question of ponding

602
00:51:09,150 --> 00:51:17,270
gaseous approach to raised bridge, I was concerned about that because we have ponding now.

603
00:51:17,450 --> 00:51:23,090
I mean, there's something wrong now as far as brainage, so you get ponding there.

604
00:51:23,490 --> 00:51:30,950
So if you're like developing to bridge and put more water there without adding brains or

605
00:51:30,950 --> 00:51:37,930
road, pipes or something. I can't see how it is in the middle of your works. I hate to build

606
00:51:37,930 --> 00:51:44,170
the bridge and create more of a safety hazard where we get on and get freezing there with ice.

607
00:51:44,910 --> 00:51:51,530
And so if you really haven't looked at that, I would suggest that with these folks, you really do

608
00:51:52,310 --> 00:52:00,090
or at least have to plan for, you know, phase two is to have some idea about that.

609
00:52:00,090 --> 00:52:02,690
Yeah, no, it's excellent point. And then just to clarify a little bit, sorry.

610
00:52:02,890 --> 00:52:06,110
And again, you started you generally talking about ponding within a roadway,

611
00:52:06,290 --> 00:52:10,550
within the shoulder area, on the lawns off the side, the shoulder did extends

612
00:52:10,550 --> 00:52:14,710
onto the pavement. So if it doesn't drain, yeah, I don't wear it.

613
00:52:14,790 --> 00:52:19,550
It's exactly supposed to go in your approach to the already shacking and those parking

614
00:52:19,550 --> 00:52:27,030
a lot's there. But whatever, the back is in backs up into the road and you know, I know

615
00:52:27,030 --> 00:52:29,970
drive a little car that I try to keep clean, so I'm going to

616
00:52:32,040 --> 00:52:59,040
I don't want to slide as the model over like our own. So, you know, I know we're going to have to put me home. And a second question that I had if I'm like, you mentioned the width of the road, what should come to bridge and have, if we change the road capacity. So that's the one we've looked at, yeah, because you're going to propose kind of bridge and have something like that.

617
00:52:59,040 --> 00:53:03,000
So the configuration of the bridge with the timber, the way it's configured,

618
00:53:03,220 --> 00:53:08,000
the timber stringers and the timber deck, the stringers are running the correct

619
00:53:08,000 --> 00:53:14,880
direction that through our chest, we're able to confirm that they can take off.

620
00:53:14,980 --> 00:53:18,140
It'll probably be the northern three or four teams.

621
00:53:20,820 --> 00:53:22,100
But that will not change.

622
00:53:22,120 --> 00:53:25,060
That will change the capacity of the remaining section.

623
00:53:25,060 --> 00:53:28,900
So, the guys that are constructing over the one and a day can get there, ready next

624
00:53:28,900 --> 00:53:34,480
crops back and forth over this little piece and that's why, for

625
00:53:35,280 --> 00:53:38,060
hectic construction vehicles, that's the thing we are going to have to address during

626
00:53:38,060 --> 00:53:38,520
construction.

627
00:53:39,240 --> 00:53:44,480
I know, I think the town did consult me during a time when I drew some construction work

628
00:53:44,480 --> 00:53:48,280
being done out by Drace Island, maybe I think there was some sand being brought out for

629
00:53:48,280 --> 00:53:49,060
our work.

630
00:53:49,700 --> 00:53:54,520
So, that was a period when there was a large volume of heavy trucks flowing over the bridge

631
00:53:54,520 --> 00:54:00,420
And that was something where the town had us come in and do kind of an extra check to make sure that that was going to be okay.

632
00:54:01,100 --> 00:54:12,380
And so as we work with the contractor, once we find out exactly what equipment they'll bring on, that's that's for a nation that'll have to happen and will happen during construction to make sure that the bridge isn't being ordered.

633
00:54:13,900 --> 00:54:17,620
Well, one graduate that happens all year or two,

634
00:54:18,540 --> 00:54:21,360
fuel delivery, all that kind of stuff.

635
00:54:22,700 --> 00:54:25,040
And to circle back to your drainage question,

636
00:54:25,500 --> 00:54:30,700
so likely the reason why you're seeing Connie and the shoulders

637
00:54:31,220 --> 00:54:34,640
is the ground shoulders there with people either pulling off

638
00:54:34,640 --> 00:54:36,600
or going around items over time,

639
00:54:36,700 --> 00:54:39,600
gravel shoulders naturally kind of become compacted.

640
00:54:39,600 --> 00:54:44,640
And that will lead to kind of a depression and shoulder, which is then going to hold water.

641
00:54:46,740 --> 00:54:52,340
This project, as you guys in responding to another question I said, this project is based on funding limited to where it's limited.

642
00:54:52,900 --> 00:55:02,600
Within these project limits, the roadway being constructed with a cross section to facilitate full drainage off the roadways.

643
00:55:03,700 --> 00:55:11,200
So this is where you're here, you can see what this kind of subtle, but the road will

644
00:55:11,200 --> 00:55:17,940
have a continuous transverse pitch of 2% media direction, it varies a little going around

645
00:55:17,940 --> 00:55:19,900
the curve, but the

646
00:57:09,630 --> 00:57:13,050
project showed that, I don't know what the traffic light is going to be.

647
00:57:14,170 --> 00:57:22,310
The area that's, well, try to set those plans in front of it, the area, the length of the

648
00:57:22,310 --> 00:57:29,110
So the that comb-off area of the lights I get you're probably getting 100 feet or something.

649
00:57:29,710 --> 00:57:34,130
Is that I believe you? This is the question you wouldn't have been coming on from Drace Highland.

650
00:57:34,450 --> 00:57:39,510
I see this structure which is 4 feet higher than the current road.

651
00:57:41,310 --> 00:57:46,870
Well why the line of sight to the top of Drace Highland?

652
00:57:46,870 --> 00:57:55,390
You know, we're during time growth type, and when you're driving off, there's so many else coming over the bridge that I don't see until they're on the bridge.

653
00:57:57,580 --> 00:58:03,680
So the, uh, that profile roadway has been designed to meet, um,

654
00:58:03,840 --> 00:58:04,140
etc.

655
00:58:04,320 --> 00:58:05,340
But really designed criteria.

656
00:58:06,040 --> 00:58:09,840
So, um, that is fact that it's taken to account the involved drive down this.

657
00:58:13,240 --> 00:58:16,740
Well, it will be inclined or before it's that would be fine.

658
00:58:16,740 --> 00:58:24,940
I have a four, four object, but I can't see all this work for your research, and yeah,

659
00:58:25,220 --> 00:58:29,760
that'll be an issue when the research is solved. And it will still be a bridge when

660
00:58:29,760 --> 00:58:35,760
a way that I like to change. Yeah. Okay, but I can't tell anybody more. Yeah, that's not

661
00:58:35,760 --> 00:58:41,980
okay. So the distance of heart with those light may be good, if I, or the risk of

662
00:58:41,980 --> 00:58:47,880
about them. But if they're buried in that wild site, I can see it because I know everyone

663
00:58:47,880 --> 00:58:52,260
will always follow the lights, you know, don't know who we left them. Jump that light on

664
00:58:52,260 --> 00:58:58,940
very time, but the middle of it. By the way, so it's just, why is it really back to the side?

665
00:58:59,320 --> 00:59:08,160
There is definitely you're paving the depth of the bridge there. Yes, now it's going to be this

666
00:59:08,160 --> 00:59:15,720
20, we're about 150 feet. We'll enclaw high. Yeah, the word is 22 feet or later and by the

667
00:59:15,720 --> 00:59:23,560
minute, the decline of our, and I know I understand you do not, but count for that this

668
00:59:23,560 --> 00:59:30,640
project, but I don't understand why can't you, I count for that, why can't pay?

669
00:59:33,710 --> 00:59:34,150
The end

670
00:59:34,150 --> 00:59:40,830
up and the deep finding down. So that we people are going to be walking down the road. Like I come to

671
00:59:41,610 --> 00:59:47,330
I guess I'm going out. We better off if they came to our eighth section and went up. Is that

672
00:59:47,330 --> 00:59:56,150
strictly cost-insert? The whole area of the project anywhere where the crate is changing. So as soon as

673
00:59:56,150 --> 00:59:58,950
that starts ramping up. That's all within the project limits.

674
01:00:00,000 --> 01:00:02,940
All of that is getting rebuilt and taped.

675
01:00:03,860 --> 01:00:08,160
In terms of the roadway in the short term, all right, we need to show up if the shoulders getting paid.

676
01:00:08,600 --> 01:00:14,700
Within the project plan, yes, towards the very limits, it will start to keep running back to meet existing,

677
01:00:15,300 --> 01:00:19,340
but it's not going to be just the bridge getting redeemed and the ramps up to it,

678
01:00:19,360 --> 01:00:23,180
but I'm not just existing, that full length within the project plan is,

679
01:00:23,180 --> 01:00:30,620
a bully will be in fact I will get this improved for always but I'm on the bridge and I

680
01:00:30,620 --> 01:00:37,360
step off the bridge I'm walking towards the island of this path I will be walking on a paid

681
01:00:37,360 --> 01:00:44,420
service. I love you walking on a ground of service. If you're if you're within the shoulder or the

682
01:00:44,420 --> 01:00:51,780
app or shoulder or travel way you'll be walking on payments it's only that five foot ground of

683
01:00:51,780 --> 01:00:56,040
on the far left, that's just paved at the bridge.

684
01:00:56,680 --> 01:00:59,080
It's only paved, but that doesn't cross to the bridge.

685
01:00:59,500 --> 01:01:00,380
Yes, to reach out to the bridge.

686
01:01:01,780 --> 01:01:04,480
Correct. That gravel shoulder.

687
01:01:04,660 --> 01:01:09,500
The gravel shoulder essentially, the gravel shoulder theory

688
01:01:09,500 --> 01:01:10,700
shouldn't be needed.

689
01:01:11,660 --> 01:01:14,860
The four foot, the four foot lanes are meant to provide that

690
01:01:14,860 --> 01:01:15,780
by some pedestrian access.

691
01:01:16,360 --> 01:01:18,540
That gravel shoulder being there.

692
01:01:18,760 --> 01:01:20,900
In the meantime, at this point, it's not a sidewalk.

693
01:01:20,900 --> 01:01:23,900
There's nothing to stop folks from walking on it.

694
01:01:25,020 --> 01:01:26,640
I'm going to be a lot going to walk.

695
01:01:27,180 --> 01:01:30,060
I'd rather have them on a bicycle to take off.

696
01:01:31,740 --> 01:01:33,340
I'm going to do that on the safer.

697
01:01:34,200 --> 01:01:36,760
So the intent would be for them to use the page shoulder.

698
01:01:38,220 --> 01:01:40,860
We cut it by improvisation to the town.

699
01:01:41,100 --> 01:01:43,260
That full five foot width could be paved.

700
01:01:43,440 --> 01:01:45,900
The intent there was to.

701
01:01:47,220 --> 01:01:50,540
We'll in it the overall width of the pavement because with the addition.

702
01:01:50,540 --> 01:01:55,520
These four book shoulders, we are already substantially increasing the kind of cave

703
01:01:55,520 --> 01:02:00,620
area. So to limit this from looking like an expansive caveman, that's why the thought

704
01:02:00,620 --> 01:02:07,180
was to leave that five-foot area as gravel. But that was a thought process, but there is

705
01:02:07,180 --> 01:02:11,500
not even preventing it from being... Or any good rock paper. But that would be the separation

706
01:02:12,760 --> 01:02:20,020
of the pedestrian lane from the gravel lane. So based on current projects, discussions,

707
01:02:20,020 --> 01:02:23,080
the intense is not fully able to be any separation.

708
01:02:25,100 --> 01:02:27,420
That was discussed early on in the project,

709
01:02:28,240 --> 01:02:32,200
and the thought was, I mean, there's a variety of

710
01:02:32,200 --> 01:02:34,160
delineation methods that communities,

711
01:02:34,180 --> 01:02:36,040
families can use on roadways.

712
01:02:37,500 --> 01:02:39,400
The thought process, I think, the discussion of the

713
01:02:39,400 --> 01:02:42,860
town early on was that there's definitely

714
01:02:42,860 --> 01:02:45,660
there definitely could be a benefit to using those.

715
01:02:45,980 --> 01:02:47,440
But in terms of maintenance,

716
01:02:47,980 --> 01:02:50,740
following, et cetera, the added challenge of that.

717
01:02:51,540 --> 01:02:54,760
So again, our goal here was the width is there

718
01:02:55,280 --> 01:02:59,480
if there are issues and the town would like to look

719
01:02:59,480 --> 01:03:02,540
at adding those after there's nothing preventing it

720
01:03:02,540 --> 01:03:04,800
because all of the width is here once the bridge is built.

721
01:03:05,000 --> 01:03:07,240
All right, everybody, we've come to see the little

722
01:03:07,240 --> 01:03:08,080
plenty of that.

723
01:03:08,140 --> 01:03:08,880
That's not enough.

724
01:03:09,380 --> 01:03:10,340
We've seen that done before.

725
01:03:11,840 --> 01:03:14,200
You guys are going to be going to be an issue pit.

726
01:03:14,280 --> 01:03:16,420
You know, how do you separate up here?

727
01:03:16,420 --> 01:03:23,200
And then it will be striped, but I do understand what you're saying, in terms of their armaments, it's for more visual delineations.

728
01:03:24,040 --> 01:03:30,260
Well, the idea of me, I realize it's the founding project that there's something that the who saved you.

729
01:03:31,120 --> 01:03:36,220
To do that, the idea of me being paid all the way up the invite and doubly in one time.

730
01:03:36,400 --> 01:03:40,240
I think it would be a good first step.

731
01:03:40,240 --> 01:03:46,400
All right, John, another guy at the beginning of the law

732
01:03:46,400 --> 01:03:49,420
and described him about a continuum in the walkway

733
01:03:49,420 --> 01:03:53,420
and he's talking about all the ways that he talked to the hell.

734
01:03:53,720 --> 01:03:55,340
When he's driving up to the hell,

735
01:03:55,340 --> 01:03:57,020
he told us we're going to go in.

736
01:03:57,020 --> 01:04:01,360
And he gets it because of the role of the religion with the road, right?

737
01:04:01,720 --> 01:04:04,600
There's very different kinds of things people saw in it,

738
01:04:04,980 --> 01:04:05,880
walking down the road.

739
01:04:06,780 --> 01:04:08,720
That haven't been made in consideration.

740
01:04:09,980 --> 01:04:11,340
So yeah, that was time.

741
01:04:11,800 --> 01:04:12,940
The overall.

742
01:04:14,680 --> 01:04:17,140
The extent of the side was something that was discussed

743
01:04:17,140 --> 01:04:18,420
at the onset of the project.

744
01:04:19,260 --> 01:04:24,260
Again, given the available funding and the focus of the bridge,

745
01:04:24,860 --> 01:04:27,640
we're looking to improve as much of the roadways possible

746
01:04:27,640 --> 01:04:30,320
and again, in discussing this with the town,

747
01:04:30,540 --> 01:04:35,860
their intent is if we'll give to them.

748
01:04:35,860 --> 01:04:44,900
because if that's what you're describing, that does sound dangerous, so that's something the town wants to move forward in the future.

749
01:04:45,800 --> 01:04:50,040
Again, the goal was to make sure that the bridge does not stop improving that.

750
01:04:50,180 --> 01:05:02,940
So the way we have this laid out is intended to make sure that if the town and the future moves a project like that forward, which the concerns you will be noted are definitely valid.

751
01:05:02,940 --> 01:05:06,340
that this structure wouldn't prevent them from doing that.

752
01:05:06,400 --> 01:05:07,420
Hold it in town.

753
01:05:07,700 --> 01:05:11,840
May this is, it was communication with public works

754
01:05:11,840 --> 01:05:14,480
and down on mental or office.

755
01:05:15,740 --> 01:05:17,280
They've been the point of communication

756
01:05:17,280 --> 01:05:19,620
and are, and they are our clients,

757
01:05:19,820 --> 01:05:21,100
so that they're really the communication.

758
01:05:24,440 --> 01:05:25,960
Work down here and you, sir.

759
01:05:26,340 --> 01:05:32,340
What would be the impact on the other features

760
01:05:32,340 --> 01:05:40,720
of the design of this bridge. If the elevator, the forefoot elevation was eliminated and the bridge was built

761
01:05:40,720 --> 01:05:42,140
at the current level.

762
01:05:46,020 --> 01:05:50,850
In terms of the bridge itself, it would not change

763
01:05:52,200 --> 01:06:01,920
really anything. What would change would really be the sloping axe to either side because as the bridge

764
01:06:01,920 --> 01:06:07,060
goes up, the slopes need to be connected down to me, the existing rays. So the higher you go,

765
01:06:07,300 --> 01:06:11,520
kind of the further out your slopes, go. So the bridge wouldn't really change, but the projects

766
01:06:11,520 --> 01:06:14,640
would get narrower with fewer impacts if you didn't raise it on.

767
01:06:17,020 --> 01:06:19,880
So I'm looking for a negative impact.

768
01:06:20,140 --> 01:06:25,560
Are there any negative impacts on the design that you've presented if it was the same bridge,

769
01:06:25,620 --> 01:06:30,900
except you would eliminate it before foot elevation? Yeah. Yeah. So the reason that was

770
01:06:31,440 --> 01:06:41,280
Again, no, no, no, no, my question was, were there any, what are, are there any negative impacts of not raising the bridge for feet on the other features of the bridge?

771
01:06:42,500 --> 01:06:47,640
I mean, could you build this design as designed with all the features that you've described to us today?

772
01:06:47,980 --> 01:06:51,940
But you built it without the forefoot elevation, yes, you could.

773
01:06:52,220 --> 01:06:55,820
Yes, there would be no negative impacts on the rest of the design.

774
01:06:55,820 --> 01:07:03,140
If we take out the considerations of why you're raising it for feet, the negative impacts which

775
01:07:03,140 --> 01:07:10,160
be in terms of the structure would be less resilient to flooding, form, surge, and damage

776
01:07:10,160 --> 01:07:11,000
from those events.

777
01:07:11,280 --> 01:07:14,660
That would be the negative of not rising it as it would be in.

778
01:07:16,560 --> 01:07:18,960
And we also would lose our funding.

779
01:07:21,820 --> 01:07:22,580
That's Michael.

780
01:07:25,060 --> 01:07:25,620
That's Michael.

781
01:07:25,620 --> 01:07:28,840
that my point is, that's the only reason we're raising this thing for.

782
01:07:30,000 --> 01:07:32,040
The House side outside pressure.

783
01:07:32,100 --> 01:07:32,920
The last one,

784
01:07:36,730 --> 01:07:36,730
though.

785
01:07:37,070 --> 01:07:38,890
Yeah, letting other people decide.

786
01:07:39,290 --> 01:07:51,610
No, it was an internal decision from the project partners to look at pressure. Right now, the existing

787
01:07:51,610 --> 01:07:53,910
structure doesn't mean you may need you to need guidelines.

788
01:07:54,070 --> 01:07:58,710
May need you to says this, the ex clearance under a bridge. It doesn't mean that.

789
01:07:59,010 --> 01:08:01,450
Okay. Things like that. That's so it wasn't okay.

790
01:08:01,450 --> 01:08:03,670
then just let me ask the question,

791
01:08:06,480 --> 01:08:11,500
what are the negative impacts to the overall design of if you

792
01:08:11,500 --> 01:08:15,920
built this bridge as its other than the fact that you couldn't get the funding. If we built the bridge

793
01:08:15,920 --> 01:08:21,680
without before foot elevation, could you achieve a bridge with meets all the DOT standards and does

794
01:08:21,680 --> 01:08:29,360
all these other things? No, no, no. It has to be raised to meet DOT standards as well as

795
01:08:29,360 --> 01:08:31,540
as well as other businesses that they have.

796
01:08:31,740 --> 01:08:31,760
We'll see.

797
01:08:32,060 --> 01:08:33,200
And we'll ask the audience.

798
01:08:33,820 --> 01:08:36,360
And you can get you put to a side on that press.

799
01:08:38,100 --> 01:08:39,320
The symptoms of the breaks out.

800
01:08:39,580 --> 01:08:40,260
Where is the bridge?

801
01:08:40,260 --> 01:08:41,260
We're not used to resilient.

802
01:08:41,560 --> 01:08:43,560
And that bridge as people mentioned the bridge.

803
01:08:43,880 --> 01:08:46,240
Not being there would cause a lot of issues.

804
01:08:47,800 --> 01:08:47,900
Yes.

805
01:08:47,920 --> 01:08:51,680
By continuing is that it was not being raised for feed anymore.

806
01:08:52,020 --> 01:08:54,420
That the south side was being raised 18 inches.

807
01:08:55,180 --> 01:08:58,360
And the other side because of how it slopes is being raised for feed.

808
01:08:58,380 --> 01:08:58,960
Is that correct?

809
01:08:59,460 --> 01:09:08,840
So the forefeet is just right at the high point rate at the bridge. As soon as you're off the bridge, it's tapering that down.

810
01:09:10,340 --> 01:09:21,000
So it goes with forefeet to, as you just differ them for the way, you're raising it less at the, I think what you're referring to is that where it curves right near the artist shaft,

811
01:09:24,400 --> 01:09:26,680
it will be

812
01:09:26,680 --> 01:09:34,040
The south side of the roadway will be slightly higher because the existing roadway is the same way the road is super elevated.

813
01:09:34,860 --> 01:09:39,040
So instead of having a crown that looks like this where water drains all directions.

814
01:09:39,540 --> 01:09:44,140
Something that's done in roadway design is when you're on a curve to make it safer.

815
01:09:44,420 --> 01:09:48,200
Instead of road pitching both directions it pitches one direction.

816
01:09:49,040 --> 01:09:51,720
And that just helps with vehicle handling through a curve.

817
01:09:51,720 --> 01:10:07,960
And so, the existing road on that curve is all pitched to the north and to match into the roadway and to maintain that design to the curve, the proposed new roadway will have that super donation through there as well.

818
01:10:08,220 --> 01:10:15,160
So the road will on the south side will be raised for feet from where the road is today, not 18 inches on the south side.

819
01:10:15,160 --> 01:10:17,300
Right at the bridge, yes.

820
01:10:18,300 --> 01:10:20,400
So right at the artist's shack, it's going to be forfeet.

821
01:10:21,180 --> 01:10:24,640
By the artist's shack deck, I believe it's down,

822
01:10:25,140 --> 01:10:27,620
that's right around three feet, a little under three feet.

823
01:10:30,290 --> 01:10:33,550
One other question about funding as the coming.

824
01:10:34,790 --> 01:10:37,190
As the bottom of this new incline,

825
01:10:37,450 --> 01:10:40,050
I thought the new drainage put into the handle,

826
01:10:40,470 --> 01:10:44,550
but additional potential for our coming down the incline.

827
01:10:49,700 --> 01:10:59,340
The answer is that what we would typically recommend for a design like this would not be to install closed drainage, break there for that.

828
01:11:00,740 --> 01:11:07,920
The reason for that being is usually to install closed drainage like that, you need curving along a portion of road.

829
01:11:07,920 --> 01:11:14,980
And the reason for that is the water is going to run off the side of the road, faster than it runs down.

830
01:11:15,260 --> 01:11:16,760
And the water is going to run down the road.

831
01:11:18,260 --> 01:11:28,080
And so with this cross section that's being shown through this new construct area,

832
01:11:28,680 --> 01:11:31,400
the intens is the water is going to shed off the sides of the road.

833
01:11:31,400 --> 01:11:34,760
seen as it is now, only it should be somewhere near it,

834
01:11:34,940 --> 01:11:39,000
it should, it will shed better, because it's not in this constructed area.

835
01:11:39,300 --> 01:11:40,640
It's not going to be pooling in the shoulders.

836
01:11:40,760 --> 01:11:42,400
It'll be draining all the off the edge for sure.

837
01:11:42,600 --> 01:11:45,420
So we want to have a pooling problem in front of time, why not let it?

838
01:11:46,100 --> 01:11:46,360
Correct.

839
01:11:47,620 --> 01:11:48,600
But it will be a good proof.

840
01:11:49,060 --> 01:11:49,320
Yeah.

841
01:11:49,940 --> 01:11:52,320
I personally think that this project

842
01:11:52,320 --> 01:11:54,360
are going to be put up for a couple of years.

843
01:11:55,040 --> 01:11:56,040
Yeah, they will.

844
01:12:00,260 --> 01:12:02,280
They have improved their view of answers, right?

845
01:12:02,280 --> 01:12:09,440
And I'm totally upset because I don't think a friend in the country will be getting.

846
01:12:09,640 --> 01:12:11,280
I don't know who's happy about it.

847
01:12:12,180 --> 01:12:19,220
I think they're supposed to go into the whole thing for a couple of years.

848
01:12:21,960 --> 01:12:23,420
They get everybody happy.

849
01:12:23,980 --> 01:12:24,920
And the second one.

850
01:12:25,180 --> 01:12:27,020
Yeah, I have a question from my brother-in-law,

851
01:12:27,020 --> 01:12:34,060
who's engineer. He said, why didn't they drop or why don't they drop two free

852
01:12:34,060 --> 01:12:41,640
fed culpers on Vens of Stone, or three, which would provide war flow to the

853
01:12:41,640 --> 01:12:44,540
underserved upland wetlands?

854
01:12:46,620 --> 01:12:49,360
So the reasons for that, I appreciate past one

855
01:12:49,360 --> 01:12:59,020
a lot. I will write down one because I have to say, I'm Gino Bonner 405, Drace

856
01:12:59,020 --> 01:13:06,910
Center for Bonner. Thanks, thank you. Putting in close Bonner structures, so like a box

857
01:13:06,910 --> 01:13:14,310
culvert, where the string bed can't adjust over time is typically not ideal for any

858
01:13:14,310 --> 01:13:21,130
types of crossings, this crossing spans the stream and the stream channel can adjust as needed

859
01:13:21,130 --> 01:13:27,910
over time. If you were to put in box culverts and there's an erosion event, you can be left

860
01:13:27,910 --> 01:13:32,090
with a culvert where the water is water falling out at the end and that has a lot of detrimental

861
01:13:32,090 --> 01:13:42,310
effects bolt to the function of it as well as wildlife. So, and additionally, why would proposed

862
01:13:42,310 --> 01:13:48,210
single span as opposed to two or three small spans. Those typically will result in

863
01:13:50,470 --> 01:13:55,710
significant maintenance issues in terms of clogging, especially around marsh areas like this

864
01:13:55,710 --> 01:14:01,350
for there can be a lot of debris in wooded areas when I get flushed out. When you have those two

865
01:14:01,350 --> 01:14:08,110
obstructions in the middle of three openings, it'll be as it vulnerable to clogging. And once they clogged

866
01:14:08,110 --> 01:14:16,890
that cost serious damage. Thank you. You're welcome. I'm back on a more of a comment

867
01:14:16,890 --> 01:14:22,550
that a question. People do walk to Drace Island. If I'm headed with you, I am on the right

868
01:14:22,550 --> 01:14:28,130
hand side. They come down now. They're going to have to cross the sweet to use the pedestrian

869
01:14:30,030 --> 01:14:38,090
access down. See, the shoulder mix. And now I have to cross the street and then go up

870
01:14:38,090 --> 01:14:41,970
this is inclined to cross the bridge and if they choose to cross back over,

871
01:14:42,310 --> 01:14:47,230
because my point of this is that this is, you know, 155 feet in the side,

872
01:14:47,430 --> 01:14:54,590
you know, need some kind of a crosswalk mechanism or warning. You don't want to do that right

873
01:14:54,590 --> 01:14:59,750
to break, because one of that is, I think, a significant difference, distance.

874
01:15:00,000 --> 01:15:23,940
On the bridge, I'm walking, I say, hey, I got a crossover, whether we're on my bike or if I'm walking. So I get on to this joke, a lot of crossover down, and then maybe go on to get the sides of that, more of an input situation. So in the design, you provide for a cross one, you know, that just an idea.

875
01:15:24,780 --> 01:15:38,840
Yes, there's one of that a little bit. So I mean, in the short term, there's a, there'll be a, what is intended to be the solution for foot to fight the steering lane on both sides of their both sides.

876
01:15:38,920 --> 01:15:46,700
Yes, yes, on on both sides is a four foot shoulder or vice and pedestrians that the current bridge doesn't have.

877
01:15:46,700 --> 01:15:53,980
right. That'll be on both sides. If the town were to add a sidewalk on Drake's island later,

878
01:15:55,180 --> 01:16:03,160
and off the bridge, it was on the south side of the road, making sure the connecting between

879
01:16:03,160 --> 01:16:07,640
the sidewalk on the south side of the roadway, and to this space that's been left to the sidewalk,

880
01:16:08,060 --> 01:16:12,900
we wouldn't even be handled this part of that project. It was actually a look to be using space

881
01:16:12,900 --> 01:16:20,200
race to side one. It's both, right? So a year now, if I'm walking down a great side

882
01:16:20,200 --> 01:16:27,980
of the road and headed to, you know, whether I said, I could stay on the right side of the road,

883
01:16:28,260 --> 01:16:35,420
you know, cross over, not be in the travel, not be in the vehicle travel. Or I'd

884
01:16:35,420 --> 01:16:38,280
across over a little bit more space.

885
01:16:39,380 --> 01:16:39,580
Yep.

886
01:16:40,060 --> 01:16:41,020
If you have to do the show,

887
01:16:41,160 --> 01:16:42,660
we're off this thing, but I hope you

888
01:16:42,660 --> 01:16:43,460
across the picture.

889
01:16:43,560 --> 01:16:46,240
Yeah, I see kind of maybe where you're coming now

890
01:16:46,240 --> 01:16:48,300
on the right hand side as an picture.

891
01:16:48,680 --> 01:16:51,920
It doesn't call out before foot shoulder on the right side.

892
01:16:52,320 --> 01:16:54,720
But the difference between that 10 and 14,

893
01:16:55,200 --> 01:16:57,660
that space there is a four foot shoulder

894
01:16:57,660 --> 01:16:59,860
that mirrors the one you're seeing on the left side.

895
01:17:00,220 --> 01:17:02,660
So yes, you'll be able to walk down on the left side.

896
01:17:02,780 --> 01:17:04,760
My cross, I don't have enough cross.

897
01:17:04,760 --> 01:17:11,040
There's one request, you'd be in a four foot cave lane and frost the bridge and then once that rush bury ends you can be back into the kind of existing conditions.

898
01:17:11,640 --> 01:17:12,960
I need to take that up.

899
01:17:13,260 --> 01:17:14,400
No worries.

900
01:17:16,700 --> 01:17:18,300
Any online questions?

901
01:17:19,380 --> 01:17:20,380
I don't believe you.

902
01:17:21,700 --> 01:17:23,340
I'm here everybody.

903
01:17:23,820 --> 01:17:24,340
For a minute.

904
01:17:27,500 --> 01:17:28,460
You did.

905
01:17:29,640 --> 01:17:36,100
professionally, probably getting some of you a bit of this drug and shot it and be some of you know

906
01:17:36,660 --> 01:17:38,680
that. I mean,

907
01:17:40,790 --> 01:17:45,190
when seeing it more and more of the last, they used to be very low construction

908
01:17:45,190 --> 01:17:51,170
down over the winter and 15 years ago. Whatever's changing, the construction environment, we see

909
01:17:51,170 --> 01:17:54,410
more and more contractors trying to fill projects through the winter.

910
01:19:40,860 --> 01:19:42,500
One is a state funding and some

911
01:19:42,500 --> 01:19:49,520
will match up 10%, and probably at 30 or 40 million dollar project that we have sidewalks on both sides,

912
01:19:49,780 --> 01:19:55,540
and bring one, but they're heading on clients in the event. And I reconfiguration of many

913
01:19:55,540 --> 01:20:01,460
intersecting, I'm in our wish lines yet, but that's all of the design stage now. We've seen surveyors

914
01:20:01,460 --> 01:20:07,960
on all last winter. I think we'll see something probably coming for a concept design over the next few

915
01:20:07,960 --> 01:20:08,200
much.

916
01:20:13,360 --> 01:20:15,380
So that time what they get better

917
01:20:15,380 --> 01:20:17,540
happens in the time when they respond to it.

918
01:20:17,600 --> 01:20:19,600
Well, hello, wait, there's a missing segment here.

919
01:20:20,160 --> 01:20:23,620
A very exciting road, you know, all to the bridge.

920
01:20:23,780 --> 01:20:27,820
But that's everyone. Yeah, but I don't think I'll be here for that.

921
01:20:28,140 --> 01:20:31,400
Thank you, thank you, thank you,

922
01:20:33,500 --> 01:20:33,540
thank you.

923
01:20:33,540 --> 01:20:35,340
All right, we appreciate my time. Thank you.

924
01:20:35,680 --> 01:20:39,980
I appreciate your question. Thank you.

925
01:20:39,980 --> 01:20:41,660
and then they're on the side of the city.

926
01:20:44,400 --> 01:20:45,760
I think I've got to go.

927
01:20:46,040 --> 01:20:46,420
I think I've got to go.

928
01:20:46,420 --> 01:20:46,700
I think I've got to go.