WEBVTT

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and it is 531.

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The first item of business will be to consider approval

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of the Traffic Safety Commission meeting minutes

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of September 14th, 2017.

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Has everyone had a chance to look at the minutes?

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Yes. Does anybody wish to amend, approve?

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>> I'll move to approve.

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>> Okay, we've got and move to approve.

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>> Second.

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>> Second.

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Everyone in agreement?

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Okay. We've approved the minutes of September 14th.

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Then the next item of business is BTSC 17-016

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to receive a report, hold a discussion,

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and provide direction related to speed limit along Hickory

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Street

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between Avenue A and Weld Street.

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>> Thank you.

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>> Good evening everyone.

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My name is Preetan Deshmukh.

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I'm the Stop liaison traffic engineer for the city

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and I'll be talking about this first item.

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We looked at this item.

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It is related to the current speed limit along Hickory

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Street

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between Avenue B and Avenue A. We're talking

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about this small segment.

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I'm sorry.

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We're talking about between Avenue A and Weld Street.

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Currently, Hickory Street has a speed limit of 20 miles an

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hour

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on the UNT campus side which starts a little bit before

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Avenue C and then goes all the way up to Fry Street

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and then there is no UNT campus abutting Hickory Street all

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the

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way where it goes towards Carroll Boulevard.

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Previous commissioner, one of the commissioners,

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Mr. Hannon suggested that we look at the speed limits

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and decrease the speed limit on Hickory Street

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between Avenue A and Weld Street.

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And when we took some surveys, we brought this item

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to the commissioners in this safety commission meeting back

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in September and based on the survey data, the 85th percent

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ile

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which is the speed limit that's used to set

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up a bolstered speed limit came out to be 26 miles an hour

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based

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on that particular survey data.

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The survey was conducted for about four days back

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at that time and we had a discussion

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and it was suggested unanimously that we go another round

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of data collection for speed, primarily

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because UNT was not in session in the first round

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of data collection.

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So we went back sometime in October, first week of October,

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we actually collected another round of data, UNT was in

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session

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and the 85th percentile speed at that time was determined

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to be 24 miles an hour so we had a drop of about two miles

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an hour.

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And given that data collection, the new data collection,

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there's more reason not to go in the direction

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of changing any speed limits.

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First, none of the ordinances in the city support this as

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far

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as it doesn't but any of the schools, universities,

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churches

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or hospitals or that kind of facilities.

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And it is primarily a commercial area that it goes through.

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Secondly, the current speed that people are mostly

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traveling

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at is much lower than the posted speed limit.

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There are no speeding issues, people are actually going

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slower

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than the posted speed limit.

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And third, this area actually does not, I mean,

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it is being considered, it will be under construction

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for a long time so any changes right now would not reflect

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or would not be implemented for a long time.

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So there are several things happening in this area.

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There's a larger project, Hickory Street Project

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which consists of water, wastewater as well as street work

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and it will go towards the end of next year for

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construction.

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So based on all these different items, it's recommended,

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staff recommends that we do not lower the speed limit

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and leave the speed limit as it is.

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Question?

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Is there any new, like is the street being redone in any

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ways?

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Because obviously that, I think what a lot of stuff shows,

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that's a better way to slow speed down is to make it feel

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like you should drive slower instead of just fine.

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So is there anything?

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Yes, there is something being considered,

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especially this section.

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Currently there are no bike lanes.

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Bike lanes are being considered, remove the parking in this

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area

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between Avenue B and Avenue A is being considered as well

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as I don't know what the schedule or don't have enough

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information

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but there is a project being considered to move the curb

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line

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on the north side of Hickory to reduce the overall width

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of the street and add more pedestrian elements

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such as street lighting.

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That's part of the project that is being considered.

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I do not have a schedule or don't know what the cost

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or any of these are.

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Has there been any talk

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of those bike lanes being protected at all?

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There were a couple alternatives that we looked at,

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some alternatives.

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Probably bollards.

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Bollards, we'll most likely put in bollards or some type

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of delineators that would be a couple feet high

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and there are some curves that we can look at too.

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I mean--

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>> Is it-- 'cause there's parking on both sides right now,

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right?

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>> Correct.

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>> Have we-- and I'm not sure if this is a good option.

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I'm honestly just asking if we ever thought of shifting one

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of the parking lanes out to have the inside lane be a bike

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lane

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and that way cars would serve as a buffer

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without even needing to--

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>> Currently we don't have that kind of width.

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Currently we don't.

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In order to put in the bike lanes,

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we will have to remove parking.

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>> Okay.

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>> I know-- is it off topic for me to ask

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where the bollards are currently being considered?

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>> Yes ma'am.

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>> Okay. Thanks.

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Thanks Kim.

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>> Any other questions?

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>> Okay. We have one request to speak on the agenda item.

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So I have Kim McKibbin and if you would go for it,

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say your name, address.

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>> And am I getting to 10 minutes as I'm speaking

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for a group of over 10?

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>> Do you have--

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>> 10 minutes for the petition.

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It was kind of squelched and I can explain that but--

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>> Okay.

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>> I choose not to.

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>> Okay.

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>> My name is Kim McKibbin.

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I own the business and the building at 1306 West Hickory.

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I am here representing the Fry Street Merchants Association

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.

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It was the Fry Street Merchants Association which requested

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that the speed limit be dropped in this area.

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The reason being is because it is a congested,

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heavily trafficked area.

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The first study that was done was done in August,

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August the 1st to August the 6th I believe.

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And then the second study that was done

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which I think is much more relevant was done

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from October the 4th which was a Wednesday afternoon

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starting

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at-- let me see, let me make sure I give you the right

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information.

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Six, seven, I've got my papers upside down, I'm sorry.

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It's the second one which was done starting on August the 4

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th.

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I did contact the officer who conducted the study and thank

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you

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for leaving this up so I can use it as a guideline here.

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So I'm going to try to talk loud enough

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that you can hear me from the microphone.

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We are talking about this block--

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>> I got the light on Kim.

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>> Right there.

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>> It's telling me it's not picking up.

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>> So we are in that block between where you see Chipotle

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and where it's the--

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>> Can you give me the lights if you want?

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>> Will it?

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Yes, this one right here.

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This is the youth center at Fry Street.

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I called them today.

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There's 614 student beds in that complex.

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This is where all of Lucky Lou's and all the restaurants

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and these things are down through here in Rip Rocks.

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Okay, now although there is no church between--

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or school between here and here, there is a church here,

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the Latter Day Saints, there is a church here, the Village

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Church.

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This is a UNT campus, annex building,

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and this building right here is another church.

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Now Google doesn't always show you where those things are

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but I just want you to take that into perspective.

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And if you look very closely at the traffic study, you're

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going

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to see if you add everything up and the sergeant does that.

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Unfortunately, you only get one statistical analysis with

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this.

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It's in a PDF form.

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You can't manipulate the data or anything.

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But I did do a little bit of math for you.

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They looked at the both lanes, both the south lane

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and the north lane here.

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The radar was put on a pole because I said we never saw any

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things on the ground.

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They do that on a pole now.

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And it was located right here

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where those little skinny apartments are,

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right past Lucky Loos.

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So he was able to look at both of these lanes.

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So during the periods which started on one lane,

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October the 10th, which was a Wednesday at 6 o'clock at

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night

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and went to 11 o'clock, and the other lane which started

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at 2 o'clock on that same Wednesday and went

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to 11 o'clock that night, they went all the way

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through the following Tuesday the 10th,

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which is unfortunate that they didn't catch Tuesday.

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Tuesday afternoons is the busiest time in this area

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for some reason.

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They went all the way through the following Tuesday,

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October the 10th, from midnight to 4 o'clock in the

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afternoon.

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Now during that time, there were 41,087 cars or vehicles

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of some sort that went through this corridor right here

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in both the lanes.

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Now remember, there are 680 some odd suit apartments here

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and there are bars, there are eating places.

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All of this is a retail area up through here

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and you've got churches and all these other things.

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So what we had done is ask them to slow down the traffic

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to reduce the speed limits simply because we were told

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at one point that that was the quickest, most efficient way

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to increase safety for the pedestrians, for the people

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that were out there, for all of our patrons

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and everything like that.

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We are very concerned that there are accidents

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and things going on.

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They will tell you there have been no accidents

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but there are quite a few near misses.

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People do have accidents getting in and out of the parking

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here,

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getting in and out of this and the students walk

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out into the street without any concern whatsoever

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about who's there, what's going on.

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So once again, we're looking at 41,087 cars.

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Well, only one of those in one lane was going over 50 miles

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an hour, just one occurrence of that.

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And only four in the other lane were going between 46

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and 50 miles an hour.

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So, you know, when you look at that,

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maybe that doesn't sound so bad.

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But of that, of those 41,087 cars, 550 of them were going

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over 30 miles an hour.

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So when you look at percentages, it really kind

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of skews it just a little bit.

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So how many speeding cars are you willing to allow?

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Can we increase the safety by dropping it to 30 miles an

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hour?

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I don't know the answer to that question.

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But I do know that 13.38% of the cars, if you want to deal

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in percentages, are speeding through that area.

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But speeding was not the reason we brought this here.

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We're not complaining about the cars that are speeding.

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We are very clearly attempting to create a safety zone

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for people.

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We cannot get crosswalks in the middle of the block.

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Those have been denied.

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Yes, there's going to be a lot of construction going on

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down here.

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And we are looking at trying to increase that as the Fry

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Street

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Merchants Owners and Managers Association.

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So there was also some stuff, if you read in the packets

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and on the thing, about a state law that mandates what the

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speed

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limits can be.

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Now, it mandates what the speed limits can be on state

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roads

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and on roads that are adjacent to state roads.

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It states in there, in some of the 41 pages of it,

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that cities can set their own speed limits.

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And they can set ordinances to decide what those things are

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.

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So I'm asking you.

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I wanted you to be perfectly clear about what we were

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asking

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for and what's being presented to you.

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Please do not confuse this issue with anything related

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to the parking or bike lane that is inappropriate.

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Those decisions have not been made.

00:15:06.279 --> 00:15:11.759
And I think that that's wrong to mix these issues.

00:15:11.759 --> 00:15:15.879
Do you have your petition to enter into record?

00:15:15.879 --> 00:15:18.440
Well, we had someone come to a meeting

00:15:18.440 --> 00:15:21.240
and say that it was against the law to reduce the speed

00:15:21.240 --> 00:15:22.639
limits to 30 miles an hour.

00:15:22.639 --> 00:15:26.600
No, I mean your petition from the other members of the Fry

00:15:26.600 --> 00:15:28.440
Street Merchants Association?

00:15:28.440 --> 00:15:31.759
No, I did not bring that with me because one of the people

00:15:31.759 --> 00:15:34.480
backed out completely when they were told there weren't

00:15:34.480 --> 00:15:35.399
any speed limits at all.

00:15:35.399 --> 00:15:36.840
I'm just asking because we're looking for--

00:15:36.840 --> 00:15:36.840
I know.

00:15:36.840 --> 00:15:38.559
I told you I would bring it.

00:15:38.559 --> 00:15:40.000
I wrote it up.

00:15:40.000 --> 00:15:43.480
A lot of people signed it, but I did not bring it with me

00:15:43.480 --> 00:15:44.039
tonight.

00:15:44.039 --> 00:15:46.240
And I apologize for that, but I saw no reason

00:15:46.240 --> 00:15:48.399
once I read everything that was here tonight.

00:15:48.399 --> 00:15:49.879
OK.

00:15:49.879 --> 00:15:50.879
All right.

00:15:50.879 --> 00:15:51.519
Anything?

00:15:51.519 --> 00:15:52.039
Yes.

00:15:52.039 --> 00:15:56.279
When you say the bike lane issues and this issue

00:15:56.279 --> 00:15:58.120
are unrelated, is that because we don't know what's

00:15:58.120 --> 00:15:59.480
going to happen with the bike lane?

00:15:59.480 --> 00:16:04.679
I think it's because it's two very separate issues.

00:16:04.679 --> 00:16:08.480
The speed limit in the bike lane and the parking

00:16:08.480 --> 00:16:10.080
are all separate issues.

00:16:10.080 --> 00:16:11.759
I think there's-- I mean, that's something

00:16:11.759 --> 00:16:13.039
I'd be happy to discuss.

00:16:13.039 --> 00:16:14.360
I think there's a lot of--

00:16:14.360 --> 00:16:16.399
how does this go?

00:16:16.399 --> 00:16:18.919
I think there's a lot of evidence

00:16:18.919 --> 00:16:20.919
that bike lanes can slow down cars.

00:16:20.919 --> 00:16:22.759
And we may sometimes do it more effectively

00:16:22.759 --> 00:16:23.759
than speed limits can.

00:16:23.759 --> 00:16:25.320
So it just might be something to look at again.

00:16:25.320 --> 00:16:28.039
I think there's a lot of other ways to slow down cars.

00:16:28.039 --> 00:16:30.039
In addition, and just looking at all the options

00:16:30.039 --> 00:16:32.279
might be something worth taking a look at.

00:16:32.279 --> 00:16:34.480
There are multiple calming techniques

00:16:34.480 --> 00:16:37.159
that can be utilized to narrow the lanes,

00:16:37.159 --> 00:16:39.440
to slow the cars down, and things like that.

00:16:39.440 --> 00:16:41.559
And they're called calming buffers

00:16:41.559 --> 00:16:44.080
or those sorts of things.

00:16:44.080 --> 00:16:46.240
The bike lane is very contentious in the fact

00:16:46.240 --> 00:16:49.200
that it removes over--

00:16:49.200 --> 00:16:52.000
removes a whole lot of parking from the retail area.

00:16:52.000 --> 00:16:53.639
So that's why I would really like

00:16:53.639 --> 00:16:57.480
to have the safety issues in the area and that considered

00:16:57.480 --> 00:16:58.279
separately.

00:16:58.279 --> 00:17:01.720
I do bike to your coffee shop almost three times a week.

00:17:01.720 --> 00:17:03.000
I appreciate it.

00:17:03.000 --> 00:17:04.839
I appreciate the investment in the community.

00:17:04.839 --> 00:17:08.559
It's a really interesting discussion to figure out.

00:17:08.559 --> 00:17:10.039
Does anyone else have questions?

00:17:12.920 --> 00:17:13.480
All right.

00:17:13.480 --> 00:17:14.000
Thank you.

00:17:14.000 --> 00:17:14.480
Thank you.

00:17:18.000 --> 00:17:18.480
Discussion?

00:17:21.400 --> 00:17:27.799
I had a question for whoever about enforcement.

00:17:27.799 --> 00:17:32.960
Would this be UNT police enforcement or would it be--

00:17:32.960 --> 00:17:33.920
It would be the city.

00:17:33.920 --> 00:17:34.880
--the city enforcement?

00:17:38.880 --> 00:17:42.119
Do they have any opinions about having

00:17:42.119 --> 00:17:45.400
to enforce a lower speed limit on one block?

00:17:45.400 --> 00:17:50.759
Is that really going to affect them?

00:17:50.759 --> 00:17:51.559
Enforcement?

00:17:51.559 --> 00:17:56.359
I don't see enforcement related to this particular segment

00:17:56.359 --> 00:17:58.640
as far as speed is concerned.

00:18:01.599 --> 00:18:04.079
It's below speed limit.

00:18:04.079 --> 00:18:04.559
OK.

00:18:09.440 --> 00:18:12.880
I have a comment.

00:18:12.880 --> 00:18:15.480
I am all for public safety and I wouldn't want to do

00:18:15.480 --> 00:18:15.880
anything,

00:18:15.880 --> 00:18:17.359
make a decision to compromise that.

00:18:17.359 --> 00:18:20.000
But just in my personal experience

00:18:20.000 --> 00:18:22.920
driving down Hickory, there's so many stoplights

00:18:22.920 --> 00:18:26.279
that I hardly catch all the greens when I'm on my way down.

00:18:26.279 --> 00:18:27.960
So honestly, a time that I've ever

00:18:27.960 --> 00:18:29.920
been able to get my car above 30 miles an hour,

00:18:29.920 --> 00:18:31.799
I can't really think of one.

00:18:31.799 --> 00:18:35.119
Because that or there's folks going through the crosswalk

00:18:35.119 --> 00:18:36.079
or people parking.

00:18:36.079 --> 00:18:38.839
And those to me are--

00:18:38.839 --> 00:18:41.920
this is not a study, but to me are variables

00:18:41.920 --> 00:18:44.839
that would cause me to slow down.

00:18:44.839 --> 00:18:47.519
So I have a hard time justifying going through all the

00:18:47.519 --> 00:18:47.799
trouble

00:18:47.799 --> 00:18:50.359
to reduce the speed limit for one block,

00:18:50.359 --> 00:18:52.440
knowing the kind of environmental factors that are

00:18:52.440 --> 00:18:55.119
in play currently.

00:18:55.119 --> 00:18:56.359
This is kind of off the wall.

00:18:56.359 --> 00:18:58.839
I have a lot of ridiculous ideas.

00:18:58.839 --> 00:18:59.680
Bear with me.

00:18:59.680 --> 00:19:02.279
Have we ever thought of that where we do actually

00:19:02.279 --> 00:19:04.200
have crosswalks about doing something?

00:19:04.200 --> 00:19:07.309
A lot of cities are adding these really bright, vibrant

00:19:07.309 --> 00:19:07.519
crosswalks.

00:19:07.519 --> 00:19:09.059
And what they tend to do is they tend

00:19:09.059 --> 00:19:11.160
to focus a lot of attention where people slow down

00:19:11.160 --> 00:19:12.759
to pay attention to their environment.

00:19:12.759 --> 00:19:13.759
Because they're like, what is this?

00:19:13.759 --> 00:19:15.200
What am I driving into?

00:19:15.200 --> 00:19:16.240
And that can do a lot.

00:19:16.240 --> 00:19:17.720
So there's been some really cool ones.

00:19:17.720 --> 00:19:21.240
And with UNT being there, it'd be interesting to see if we

00:19:21.240 --> 00:19:24.000
repainted it, which I'm just looking at Google Earth now.

00:19:24.000 --> 00:19:26.880
I don't know if it's as faded as here, worse or better

00:19:26.880 --> 00:19:27.559
than it was here.

00:19:27.559 --> 00:19:30.200
It's a pretty faded, easy to ignore crosswalk now.

00:19:30.200 --> 00:19:33.079
So maybe just as in the big picture of solutions,

00:19:33.079 --> 00:19:37.240
maybe that's another idea that could be quick and cheap.

00:19:37.240 --> 00:19:39.359
I think with the street project coming in,

00:19:39.359 --> 00:19:42.599
they will definitely have brand new crosswalks

00:19:42.599 --> 00:19:46.400
and brand new ramps at these intersections,

00:19:46.400 --> 00:19:48.240
some of the intersections.

00:19:48.240 --> 00:19:51.960
So definitely brighten it up once it's said and done.

00:19:57.319 --> 00:20:00.640
OK, well our two choices are to either recommend

00:20:00.640 --> 00:20:04.880
that we not change the speed limit,

00:20:04.880 --> 00:20:08.829
no changes to posted speed limit along that portion of Hick

00:20:08.829 --> 00:20:09.079
ory,

00:20:09.079 --> 00:20:12.759
or to provide staff with additional direction.

00:20:12.759 --> 00:20:14.480
What is the will of the committee?

00:20:19.640 --> 00:20:20.799
Jim?

00:20:20.799 --> 00:20:23.920
I'll make a motion that we accept this staff

00:20:23.920 --> 00:20:25.319
recommendation.

00:20:25.319 --> 00:20:25.839
OK.

00:20:25.839 --> 00:20:26.799
Second.

00:20:26.799 --> 00:20:28.359
Hold second though.

00:20:28.359 --> 00:20:29.960
OK.

00:20:29.960 --> 00:20:31.240
All in favor?

00:20:31.240 --> 00:20:34.400
Accepting staff recommendation of no changes.

00:20:34.400 --> 00:20:34.960
Aye.

00:20:34.960 --> 00:20:35.680
Aye.

00:20:35.680 --> 00:20:36.200
Aye.

00:20:36.200 --> 00:20:37.880
Aye.

00:20:37.880 --> 00:20:39.880
OK, thank you.

00:20:39.880 --> 00:20:48.680
OK, moving on to item C, TSC 17-017.

00:20:48.680 --> 00:20:51.559
This is to receive a report, hold a discussion,

00:20:51.559 --> 00:20:54.599
and provide direction regarding resident concerns

00:20:54.599 --> 00:20:58.880
along Hobson Street.

00:20:58.880 --> 00:20:59.640
All right.

00:21:05.240 --> 00:21:12.000
This relates to Hobson Street right off of Teasley

00:21:12.000 --> 00:21:13.440
and the South Lake Park.

00:21:13.440 --> 00:21:16.000
Let me just zoom into that area and then I'll

00:21:16.000 --> 00:21:19.440
start talking a little bit about what it means,

00:21:19.440 --> 00:21:20.519
what the project is.

00:21:24.480 --> 00:21:28.920
So I think back in May, June time frame,

00:21:28.920 --> 00:21:34.400
we received a couple letters from the residents that

00:21:34.400 --> 00:21:38.599
actually live in the Forest Ridge neighborhood.

00:21:38.599 --> 00:21:39.119
Where am I?

00:21:39.119 --> 00:21:40.640
OK, right there.

00:21:40.640 --> 00:21:45.279
So Forest Ridge neighborhood is this area down here.

00:21:45.279 --> 00:21:52.920
And the complaint from the residents primarily was--

00:21:52.920 --> 00:21:56.720
or the concern was they needed some type of protection

00:21:56.720 --> 00:22:00.440
for an existing crosswalk here and also look

00:22:00.440 --> 00:22:02.440
at this intersection with Forest Ridge

00:22:02.440 --> 00:22:07.319
as to find a way to actually get across Hobson,

00:22:07.319 --> 00:22:11.319
either by putting in a brand new traffic signal,

00:22:11.319 --> 00:22:15.559
some type of protected area for people to cross.

00:22:15.559 --> 00:22:22.440
And the concern that came up was due to a lot of kids

00:22:22.440 --> 00:22:26.759
that were actually crossing the whole entire park area

00:22:26.759 --> 00:22:31.000
and going to McMatt Middle School.

00:22:31.000 --> 00:22:34.799
So what we did is we staff collected data.

00:22:34.799 --> 00:22:38.400
We waited for the summer to get over.

00:22:38.400 --> 00:22:39.960
There was no point collecting data.

00:22:39.960 --> 00:22:41.039
The school was out.

00:22:41.039 --> 00:22:46.019
So that's one of the reasons we waited for all the way from

00:22:46.019 --> 00:22:46.519
May.

00:22:46.519 --> 00:22:52.519
And then we collected data in the month of October.

00:22:52.519 --> 00:22:55.960
And just a little bit of background on Hobson Lane.

00:22:55.960 --> 00:22:59.559
Hobson Lane is an arterial street,

00:22:59.559 --> 00:23:01.279
and it has quite a bit of traffic.

00:23:01.279 --> 00:23:04.039
It has close to 8,000 daily vehicles

00:23:04.039 --> 00:23:05.680
that go back and forth.

00:23:05.680 --> 00:23:11.390
It provides a primary connection between these two major

00:23:11.390 --> 00:23:12.039
arterials,

00:23:12.039 --> 00:23:16.079
which are TechStop facilities, FM 2181 is Teasley.

00:23:16.079 --> 00:23:22.039
And then the Country Club Road, which is FM 1830.

00:23:22.039 --> 00:23:28.779
And primarily during the peak hours, there are about 700

00:23:28.779 --> 00:23:29.160
cars

00:23:29.160 --> 00:23:34.039
that go through in front of Forest Ridge and Santa Monica.

00:23:34.039 --> 00:23:38.640
So when we collected the traffic data, we did find

00:23:38.640 --> 00:23:41.359
that there was very little traffic on these cross streets.

00:23:41.359 --> 00:23:43.000
Santa Monica is this Forest Ridge.

00:23:43.000 --> 00:23:46.990
So it did not really warrant a traffic signal at these

00:23:46.990 --> 00:23:48.079
locations.

00:23:48.079 --> 00:23:53.109
So based on the state and federal guidelines, it's not

00:23:53.109 --> 00:23:53.839
recommended

00:23:53.839 --> 00:23:56.079
that we install any traffic signals here.

00:23:56.079 --> 00:23:58.279
And that's not the recommendation.

00:23:58.279 --> 00:24:04.279
So what I started looking into once we crossed that path is

00:24:04.279 --> 00:24:06.559
how can we make

00:24:06.559 --> 00:24:10.119
this particular intersection better.

00:24:10.119 --> 00:24:12.440
Landed me in the--

00:24:12.440 --> 00:24:20.160
and currently when you look at the crosswalk, you can

00:24:20.160 --> 00:24:22.440
actually see

00:24:22.440 --> 00:24:25.079
that there's-- I'm trying to make it.

00:24:25.079 --> 00:24:26.400
>> It doesn't want to be there.

00:24:26.400 --> 00:24:28.599
>> It doesn't-- there we are.

00:24:28.599 --> 00:24:31.759
Okay. So currently there is a crosswalk.

00:24:31.759 --> 00:24:36.230
This is the crosswalk we're talking about that does not

00:24:36.230 --> 00:24:38.920
have the ADA ramps

00:24:38.920 --> 00:24:41.640
and that's something that we will have to look into

00:24:41.640 --> 00:24:45.880
if we get to changing any elements of the crosswalk.

00:24:45.880 --> 00:24:50.920
But what currently I'm suggesting is changing the signage

00:24:50.920 --> 00:24:51.640
that are

00:24:51.640 --> 00:24:56.309
on either side of the crosswalk to make it a flashing sign

00:24:56.309 --> 00:24:57.960
in the back of your packet.

00:24:57.960 --> 00:25:02.160
If you can look at the-- I provide an example.

00:25:02.160 --> 00:25:06.039
Those flashing signs when mounted, they will have--

00:25:06.039 --> 00:25:10.069
they will also have a taller pole and they will have video

00:25:10.069 --> 00:25:10.799
detection

00:25:10.799 --> 00:25:15.079
to detect pedestrians in the pedestrian zone area.

00:25:15.079 --> 00:25:17.640
Once that is detected, it will start flashing.

00:25:17.640 --> 00:25:21.589
We don't want something that flashes 24/7, then that loses

00:25:21.589 --> 00:25:23.119
its whole importance.

00:25:23.119 --> 00:25:29.059
And specifically this will help kids crossing in the

00:25:29.059 --> 00:25:30.599
morning time

00:25:30.599 --> 00:25:35.269
and given the winter months up ahead, one of the things is

00:25:35.269 --> 00:25:36.720
that kids start going

00:25:36.720 --> 00:25:39.549
to the school early in the morning and it's pretty fairly

00:25:39.549 --> 00:25:40.039
dark.

00:25:40.039 --> 00:25:46.390
So we want to make sure that if we-- or the recommendation

00:25:46.390 --> 00:25:47.640
is when we replace this

00:25:47.640 --> 00:25:53.099
to a flashing, it would provide a better signal to the

00:25:53.099 --> 00:25:54.000
motorists

00:25:54.000 --> 00:25:58.470
and it would add another layer of safety as far as not

00:25:58.470 --> 00:25:59.880
ifying the vehicles, you know,

00:25:59.880 --> 00:26:03.490
there's someone in the crosswalk that is going to walk

00:26:03.490 --> 00:26:04.160
through.

00:26:04.160 --> 00:26:08.109
There are some additional signage up and down that allude

00:26:08.109 --> 00:26:09.839
to the vehicles

00:26:09.839 --> 00:26:13.000
that you know you're approaching a pedestrian crossing area

00:26:13.000 --> 00:26:13.839
such as that.

00:26:13.839 --> 00:26:16.680
Please slow down to 20 miles an hour.

00:26:16.680 --> 00:26:21.240
When we did the-- where did we do?

00:26:21.240 --> 00:26:28.930
I think we did collect some of the-- we did collect speed

00:26:28.930 --> 00:26:30.680
surveys along the street

00:26:30.680 --> 00:26:37.039
and I think we're closer to a-- closer to 30 miles an hour

00:26:37.039 --> 00:26:39.079
of the speed along this segment.

00:26:39.079 --> 00:26:43.029
So even when vehicles are driving in this segment right in

00:26:43.029 --> 00:26:43.720
front of the crosswalk,

00:26:43.720 --> 00:26:47.549
they're still continuing driving 30 but having that flash

00:26:47.549 --> 00:26:48.640
at the right time similar

00:26:48.640 --> 00:26:52.779
to the one across the street at-- on McKinney, it would

00:26:52.779 --> 00:26:55.440
provide better notification

00:26:55.440 --> 00:26:59.079
or alert the drivers about pedestrians.

00:26:59.079 --> 00:27:02.410
So what staff has recommended at this point just based on

00:27:02.410 --> 00:27:04.720
the concerns from the resident is

00:27:04.720 --> 00:27:10.589
to go ahead and at least start looking into funding options

00:27:10.589 --> 00:27:12.519
to get this thing installed.

00:27:12.519 --> 00:27:17.190
We don't have the funding identified but it shouldn't be an

00:27:17.190 --> 00:27:17.880
issue.

00:27:17.880 --> 00:27:23.240
We can identify some funds because it's a--

00:27:23.240 --> 00:27:27.450
it is a better solution for improving the safety of this

00:27:27.450 --> 00:27:28.920
intersection.

00:27:31.200 --> 00:27:32.880
Questions?

00:27:32.880 --> 00:27:37.359
Is this one like the one that's right out here on McKinney?

00:27:37.359 --> 00:27:40.460
>> The one on McKinney has rapid flashing beacons that are

00:27:40.460 --> 00:27:41.359
slightly different

00:27:41.359 --> 00:27:43.759
but they have both elements.

00:27:43.759 --> 00:27:46.359
They have the other ones that are advanced signage that bl

00:27:46.359 --> 00:27:46.680
inks,

00:27:46.680 --> 00:27:49.000
the whole sign blinks on the side.

00:27:49.000 --> 00:27:53.799
So this one will be the LEDs on the side of the sign.

00:27:53.799 --> 00:27:56.839
So if you look at this, whoops.

00:27:56.839 --> 00:28:00.420
So the sign will have LEDs along the edges and they will

00:28:00.420 --> 00:28:00.960
only blink

00:28:00.960 --> 00:28:04.279
when they detect a pedestrian at the intersection.

00:28:04.279 --> 00:28:04.920
>> Thank you.

00:28:04.920 --> 00:28:07.920
>> For the McKinney one, I think you have to hit the push

00:28:07.920 --> 00:28:09.440
button and then you can go.

00:28:09.440 --> 00:28:13.039
This one, all you have to do is walk into that zone.

00:28:16.359 --> 00:28:21.680
>> Is that-- does that demand a lot of upkeep?

00:28:21.680 --> 00:28:24.680
>> These are solar powered and battery.

00:28:24.680 --> 00:28:29.680
So maintenance at least as far as I know is pretty low.

00:28:29.680 --> 00:28:32.000
The newer models are getting better and better.

00:28:32.000 --> 00:28:35.210
So once in a while, every few years, we might have to

00:28:35.210 --> 00:28:35.920
change the battery

00:28:35.920 --> 00:28:38.240
but other than that, there's barely any maintenance.

00:28:38.240 --> 00:28:43.349
And LED lights, they require a really low voltage and those

00:28:43.349 --> 00:28:44.519
lights go on for years,

00:28:44.519 --> 00:28:47.720
15, 16 years is standard life for LED bulbs.

00:28:47.720 --> 00:28:50.359
>> I was just wondering about the motion detecting.

00:28:50.359 --> 00:28:53.079
>> The cameras, barely.

00:28:53.079 --> 00:28:58.240
I mean, it doesn't use that much energy either.

00:29:00.480 --> 00:29:03.079
>> So the crosswalk has got a little bit of a diagonal.

00:29:03.079 --> 00:29:04.119
I've never noticed that.

00:29:04.119 --> 00:29:04.480
>> Yes.

00:29:04.480 --> 00:29:07.950
>> So pedestrians are on the street a little bit longer

00:29:07.950 --> 00:29:08.599
here.

00:29:08.599 --> 00:29:10.160
They don't get to go as the crow flies.

00:29:10.160 --> 00:29:13.400
>> And if you look at it, it is a part of a bigger project.

00:29:13.400 --> 00:29:13.880
This is--

00:29:13.880 --> 00:29:14.279
>> Right.

00:29:14.279 --> 00:29:17.440
>> This is a drainage channel that goes downhill into the

00:29:17.440 --> 00:29:18.920
ditch and then it goes--

00:29:18.920 --> 00:29:23.480
it flows under the street to the other side.

00:29:23.480 --> 00:29:26.839
So this is-- it's a bigger project.

00:29:26.839 --> 00:29:31.660
This crosswalk most likely was put in as a temporary fix to

00:29:31.660 --> 00:29:35.039
, you know, at least get people across.

00:29:35.039 --> 00:29:37.640
But this is not ADA compliant and this is something

00:29:37.640 --> 00:29:41.589
on our radar will most likely work on getting some funding

00:29:41.589 --> 00:29:42.680
and fixing this corner.

00:29:42.680 --> 00:29:46.660
But it is a large project because there is a good amount of

00:29:46.660 --> 00:29:49.559
drainage work that needs to be done.

00:29:49.559 --> 00:29:50.799
>> Yeah.

00:29:53.799 --> 00:29:54.880
>> Okay.

00:29:54.880 --> 00:29:57.799
Any other questions, comments?

00:30:03.480 --> 00:30:10.720
Commissions feeling about the flashing walk sign?

00:30:10.720 --> 00:30:11.839
>> Seems like a good idea.

00:30:11.839 --> 00:30:12.400
>> Yeah.

00:30:12.400 --> 00:30:14.839
>> Mm-hmm.

00:30:14.839 --> 00:30:16.200
Agreed.

00:30:17.720 --> 00:30:20.119
>> We don't have anybody speaking.

00:30:20.119 --> 00:30:22.559
I guess not.

00:30:22.559 --> 00:30:25.960
>> Okay, carry on.

00:30:25.960 --> 00:30:27.079
I just lost my agenda.

00:30:27.079 --> 00:30:27.920
Hang on.

00:30:27.920 --> 00:30:31.440
I have no idea what we're doing.

00:30:31.440 --> 00:30:33.279
That's not true.

00:30:33.279 --> 00:30:42.400
Okay, that brings us to item D, TSC 17-018 staff reports

00:30:42.400 --> 00:30:43.920
including--

00:30:43.920 --> 00:30:45.799
>> Fah, fah, fah.

00:30:45.799 --> 00:30:46.480
>> The matrix.

00:30:46.480 --> 00:30:47.160
>> The matrix.

00:30:47.160 --> 00:30:50.640
>> Do we need to vote on that?

00:30:50.640 --> 00:30:51.720
>> No.

00:30:51.720 --> 00:30:53.480
>> We don't need to vote, do we?

00:30:53.480 --> 00:30:54.240
>> You can.

00:30:54.240 --> 00:30:58.190
I think there's a number one that says recommend

00:30:58.190 --> 00:31:00.039
installation and number two is provide direction.

00:31:00.039 --> 00:31:01.279
>> Okey-dokey.

00:31:01.279 --> 00:31:04.920
>> Also, I'll move to accept staff recommendation.

00:31:04.920 --> 00:31:08.000
>> Okay.

00:31:08.000 --> 00:31:08.640
Floating?

00:31:08.640 --> 00:31:09.519
Everybody okay?

00:31:09.519 --> 00:31:09.880
>> Mm-hmm.

00:31:09.880 --> 00:31:10.039
>> Yes.

00:31:10.039 --> 00:31:10.880
>> All right.

00:31:10.880 --> 00:31:12.359
Let's do it.

00:31:13.880 --> 00:31:15.799
>> Matrix.

00:31:20.319 --> 00:31:21.240
>> All right.

00:31:21.240 --> 00:31:24.000
We can move on to the next item which is matrix.

00:31:24.000 --> 00:31:28.160
I don't have any staff report unless--

00:31:28.160 --> 00:31:34.720
Okay. Probably bring in more information next time around.

00:31:34.720 --> 00:31:38.319
The first item is just a placeholder.

00:31:38.319 --> 00:31:41.759
I think they're still working on comprehensive downtown

00:31:41.759 --> 00:31:42.400
plan.

00:31:42.400 --> 00:31:46.640
There is nothing-- they want to look at ballet loading

00:31:46.640 --> 00:31:49.079
zones, sidewalk cafe,

00:31:49.079 --> 00:31:53.029
and all kinds of stuff they're going to combine but that is

00:31:53.029 --> 00:31:53.759
still in the works.

00:31:53.759 --> 00:31:56.359
Nothing has been decided.

00:31:56.359 --> 00:31:59.839
>> Can I add something kind of to that?

00:31:59.839 --> 00:32:00.599
>> To that?

00:32:00.599 --> 00:32:04.549
>> Yes, because there's been discussion of the handicap

00:32:04.549 --> 00:32:07.480
parking spots on Elm Street.

00:32:07.480 --> 00:32:12.880
So there are apparently handicap parking places that are

00:32:12.880 --> 00:32:17.000
close to the corner of Elm Street

00:32:17.000 --> 00:32:20.950
and Hickory, however, if you park in those, obviously you

00:32:20.950 --> 00:32:23.079
've got a wall in front of you.

00:32:23.079 --> 00:32:29.029
So the access to-- from handicap parking place to an actual

00:32:29.029 --> 00:32:31.599
ramp is, you know, large.

00:32:31.599 --> 00:32:35.329
So you can't park, get out, and find yourself at a ramp

00:32:35.329 --> 00:32:35.960
immediately.

00:32:35.960 --> 00:32:36.559
>> Oh.

00:32:36.559 --> 00:32:40.509
>> There's a couple of places I believe on that particular

00:32:40.509 --> 00:32:42.119
side of the square,

00:32:42.119 --> 00:32:46.839
on the southwest side of the square.

00:32:46.839 --> 00:32:48.319
>> Southwest.

00:32:48.319 --> 00:32:54.430
>> So the building that is-- maybe it's even called the H

00:32:54.430 --> 00:32:56.000
ickory Building.

00:32:56.000 --> 00:32:57.559
Yeah, maps.

00:32:57.559 --> 00:33:04.079
[ Inaudible Remark ]

00:33:04.079 --> 00:33:05.319
>> Yeah, that side of it.

00:33:05.319 --> 00:33:05.960
>> Right here?

00:33:05.960 --> 00:33:07.279
>> The other side.

00:33:07.279 --> 00:33:08.799
Keep going right there.

00:33:08.799 --> 00:33:13.470
So there's a handicap parking spot right there but when you

00:33:13.470 --> 00:33:14.480
park,

00:33:14.480 --> 00:33:16.880
you run up against the wall.

00:33:16.880 --> 00:33:21.319
[ Inaudible Remark ]

00:33:21.319 --> 00:33:22.519
>> The tallest curb in this?

00:33:22.519 --> 00:33:25.240
Yeah. Exactly.

00:33:25.240 --> 00:33:33.799
[ Inaudible Remark ]

00:33:33.799 --> 00:33:35.680
>> So this is the intersection?

00:33:35.680 --> 00:33:40.740
>> Yes, and that-- from what I understand, that block, both

00:33:40.740 --> 00:33:42.519
the Hickory side

00:33:42.519 --> 00:33:48.359
and the Elm Street side of that particular little quadrant.

00:33:48.359 --> 00:33:51.740
>> So this side you're talking about is the problem or this

00:33:51.740 --> 00:33:52.359
side?

00:33:52.359 --> 00:33:54.920
>> The west side.

00:33:54.920 --> 00:33:55.680
>> The west side?

00:33:55.680 --> 00:33:57.240
>> West side is the problem, right.

00:33:57.240 --> 00:34:00.039
>> So accessing this building?

00:34:00.039 --> 00:34:01.519
>> Oh, that thing.

00:34:01.519 --> 00:34:02.279
>> Yeah.

00:34:02.279 --> 00:34:07.009
>> Okay. We-- I'm currently working with-- to answer your

00:34:07.009 --> 00:34:07.440
question,

00:34:07.440 --> 00:34:10.039
working with development services and if you look

00:34:10.039 --> 00:34:17.400
at this particular striped area, that one.

00:34:17.400 --> 00:34:18.360
>> Okay.

00:34:18.360 --> 00:34:21.400
>> We are working on making that a handicap space.

00:34:21.400 --> 00:34:22.599
>> Okay. Okay.

00:34:22.599 --> 00:34:23.800
That's going to help.

00:34:23.800 --> 00:34:24.159
Okay.

00:34:24.159 --> 00:34:28.829
>> So that might help access this building because we are

00:34:28.829 --> 00:34:30.360
aware of this issue.

00:34:30.360 --> 00:34:31.480
>> Okay. Okay.

00:34:31.480 --> 00:34:32.639
Perfect.

00:34:32.639 --> 00:34:35.159
>> You'll need to put in a ramp then, right?

00:34:35.159 --> 00:34:37.760
>> The ramp would either go this way or that way.

00:34:37.760 --> 00:34:41.489
But there are some challenges with drainage so we're

00:34:41.489 --> 00:34:42.920
working on that.

00:34:42.920 --> 00:34:43.719
>> Okay. Okay.

00:34:43.719 --> 00:34:46.960
Good. Thank you.

00:34:54.400 --> 00:35:00.269
>> Okay. The next three items we already discussed that

00:35:00.269 --> 00:35:03.559
were on today's agenda.

00:35:03.559 --> 00:35:06.960
Item number-- moving on to item number 6.

00:35:06.960 --> 00:35:09.159
Let's get five.

00:35:09.159 --> 00:35:13.440
Parking on Marianas Street between Oak and Scripture.

00:35:13.440 --> 00:35:18.320
Now, I know some of you are aware of the way it's called

00:35:18.320 --> 00:35:19.360
today.

00:35:19.360 --> 00:35:20.360
It's small area plan.

00:35:20.360 --> 00:35:22.000
They're going to change the name.

00:35:22.000 --> 00:35:29.690
But this particular plan encompasses a UNT campus and a few

00:35:29.690 --> 00:35:32.239
blocks on either side all the way

00:35:32.239 --> 00:35:40.579
from Panhandle to the north to 35 and then Bonnie Bray to

00:35:40.579 --> 00:35:42.159
almost Carroll.

00:35:42.159 --> 00:35:46.659
And that entire area is going to be looked at specifically

00:35:46.659 --> 00:35:51.440
focusing large portion of it on parking.

00:35:51.440 --> 00:35:56.860
So we will be looking at parking and how to address this

00:35:56.860 --> 00:36:00.840
whole ongoing UNT replacing all their parking lots

00:36:00.840 --> 00:36:04.159
into buildings, how to address that.

00:36:04.159 --> 00:36:07.000
We are also working with UNT to find out how they're going

00:36:07.000 --> 00:36:08.360
to implement their master plan

00:36:08.360 --> 00:36:11.719
and where their large parking lot is going to be.

00:36:11.719 --> 00:36:16.829
But as part of that, we will be looking at on-street

00:36:16.829 --> 00:36:18.719
parking within that whole area

00:36:18.719 --> 00:36:21.800
and this street is covered under that.

00:36:21.800 --> 00:36:24.199
The next one is also the same issue.

00:36:24.199 --> 00:36:27.679
It's south of Eagle on Panhandle Street.

00:36:27.679 --> 00:36:33.820
We have received complaint and in the immediate near term

00:36:33.820 --> 00:36:37.280
kind of deal, we will start enforcing it.

00:36:37.280 --> 00:36:42.679
We started a pilot program to improve visibility,

00:36:42.679 --> 00:36:44.079
especially at intersections.

00:36:44.079 --> 00:36:48.550
And we have in the ordinance that cars shouldn't be parked

00:36:48.550 --> 00:36:51.119
within 30 feet of a stop sign.

00:36:51.119 --> 00:36:53.599
And that's not being followed.

00:36:53.599 --> 00:36:58.159
So we started a pilot program of installing little plaques

00:36:58.159 --> 00:37:00.480
under the stop sign saying, hey,

00:37:00.480 --> 00:37:03.480
this is the law or the ordinance, do not park here.

00:37:03.480 --> 00:37:06.820
And we go out there and cars are parked right under that

00:37:06.820 --> 00:37:09.000
sign, right under the plaque.

00:37:09.000 --> 00:37:14.400
So we have decided to move to the next step, which is

00:37:14.400 --> 00:37:16.159
enforcement.

00:37:16.159 --> 00:37:19.380
And we'll start doing that and hopefully we can start

00:37:19.380 --> 00:37:20.639
getting better.

00:37:20.639 --> 00:37:24.590
I understand that visibility issues are big, especially

00:37:24.590 --> 00:37:27.559
where the cars are parked in the corner.

00:37:27.559 --> 00:37:31.510
So but long term, the small area plan will identify and

00:37:31.510 --> 00:37:32.599
define that we might be able

00:37:32.599 --> 00:37:36.550
to better mark the spaces that way people are not too close

00:37:36.550 --> 00:37:40.360
to the intersections and driveways.

00:37:40.360 --> 00:37:44.960
And then the last one was Old North and University.

00:37:44.960 --> 00:37:48.929
Yes, the two approaches on Old North, North South

00:37:48.929 --> 00:37:51.880
approaches are aligned slightly.

00:37:51.880 --> 00:37:55.519
They're skewed and there is some concern there.

00:37:55.519 --> 00:37:57.440
There is a signal there.

00:37:57.440 --> 00:38:05.579
So it's not a big safety hazard because the cars are not

00:38:05.579 --> 00:38:07.840
speeding or not entering their section

00:38:07.840 --> 00:38:11.789
at a high speed currently, but in the long term we've

00:38:11.789 --> 00:38:13.039
identified it as a project.

00:38:13.039 --> 00:38:17.289
And we're working with finance to get some of these smaller

00:38:17.289 --> 00:38:18.000
projects funded

00:38:18.000 --> 00:38:20.599
so that we can add a separate left turn lane that might be

00:38:20.599 --> 00:38:22.960
protected versus a through lane and all that.

00:38:22.960 --> 00:38:26.400
So get that intersection fixed better.

00:38:26.400 --> 00:38:28.400
All right.

00:38:28.400 --> 00:38:30.679
I think we're.

00:38:30.679 --> 00:38:31.159
All right.

00:38:31.159 --> 00:38:35.159
Anyone have anything to add to the matrix?

00:38:35.159 --> 00:38:38.769
I potentially have one and this is some teachers in Denton

00:38:38.769 --> 00:38:39.519
ISD asked me

00:38:39.519 --> 00:38:44.250
about this one was basically where Old Alton Road is

00:38:44.250 --> 00:38:46.639
leading up to Geyer High School

00:38:46.639 --> 00:38:49.639
and just that students were walking along that road and I

00:38:49.639 --> 00:38:51.920
haven't been over there recently myself.

00:38:51.920 --> 00:38:55.170
But what it looks like on Google Maps is that the sidewalk

00:38:55.170 --> 00:38:57.039
goes for a little bit and then ends

00:38:57.039 --> 00:38:59.300
and then there's the bridge and some students are just like

00:38:59.300 --> 00:39:01.079
crossing that and basically cars are coming

00:39:01.079 --> 00:39:04.280
around a corner and students are walking the opposite

00:39:04.280 --> 00:39:06.639
direction of that without any sidewalks

00:39:06.639 --> 00:39:09.239
or anywhere to go because the bridge has no pedestrian

00:39:09.239 --> 00:39:10.039
access.

00:39:10.039 --> 00:39:13.440
I've received concerns that was a dangerous situation we

00:39:13.440 --> 00:39:14.920
don't want to look at.

00:39:14.920 --> 00:39:18.079
So you're specifically talking about the bridge that's just

00:39:18.079 --> 00:39:21.920
south of Teasley or FM 2181 on Old Alton.

00:39:21.920 --> 00:39:24.239
It's basically the block off Teasley on Old Alton Road.

00:39:24.239 --> 00:39:27.320
Okay. Sidewalks through that bridge area.

00:39:27.320 --> 00:39:31.760
I will look into this and get back to you next meeting.

00:39:31.760 --> 00:39:34.980
I don't know if we have-- I don't know how far the city

00:39:34.980 --> 00:39:37.199
limits go and TGA and stuff like that.

00:39:37.199 --> 00:39:38.440
So I'll definitely--

00:39:38.440 --> 00:39:38.840
>> Yep.

00:39:38.840 --> 00:39:39.760
>> Good night.

00:39:39.760 --> 00:39:43.400
>> It's an impressive map memory.

00:39:43.400 --> 00:39:45.840
I don't know exactly where that was.

00:39:45.840 --> 00:39:48.079
I was like looking at the map and I'm like yes, exactly.

00:39:48.079 --> 00:39:50.920
So south of Teasley.

00:39:50.920 --> 00:39:52.599
Impressive.

00:39:52.599 --> 00:39:53.400
>> Good map memory.

00:39:53.400 --> 00:39:54.760
I like that.

00:39:54.760 --> 00:39:59.800
[ Laughter ]

00:39:59.800 --> 00:40:01.360
>> Anything else?

00:40:01.360 --> 00:40:02.039
Anybody else?

00:40:02.039 --> 00:40:05.119
Any matrix items?

00:40:05.119 --> 00:40:08.599
Okay. So I have a question.

00:40:08.599 --> 00:40:11.639
At one point, I wanted to add to the matrix.

00:40:11.639 --> 00:40:14.800
It's been probably a couple of years but I was wondering

00:40:14.800 --> 00:40:17.559
about the status of some type

00:40:17.559 --> 00:40:21.840
of safe passage sidewalk along Mingo.

00:40:21.840 --> 00:40:29.159
Because when you get to that part that just starts peeling

00:40:29.159 --> 00:40:31.320
off Bell Avenue,

00:40:31.320 --> 00:40:34.480
there are apartment complexes along there.

00:40:34.480 --> 00:40:36.639
It goes out to Shiloh Fields.

00:40:36.639 --> 00:40:41.159
It goes to another community garden.

00:40:41.159 --> 00:40:46.199
So-- and there's no contiguous sidewalk in that area.

00:40:46.199 --> 00:40:51.480
But the potential for a lot of bike or pedestrian traffic.

00:40:51.480 --> 00:40:53.159
>> It is very harrowing.

00:40:53.159 --> 00:40:54.159
>> Mm-hmm.

00:40:54.159 --> 00:40:55.159
>> Drive through there.

00:40:55.159 --> 00:40:57.559
Every time I drive through, that's my way home.

00:40:57.559 --> 00:41:01.750
I pass two or three bicycles, pedestrians, and they're

00:41:01.750 --> 00:41:03.920
either out in the tall grass walking

00:41:03.920 --> 00:41:06.519
or they're right on the edge of the lane.

00:41:06.519 --> 00:41:09.519
>> So Mingo between Bell?

00:41:09.519 --> 00:41:10.519
>> Between Bell and--

00:41:10.519 --> 00:41:11.920
>> And Old Nor?

00:41:11.920 --> 00:41:13.119
>> Old Nor.

00:41:13.119 --> 00:41:13.400
>> Okay.

00:41:13.400 --> 00:41:19.739
>> Yeah. And it's-- topographically, it's difficult because

00:41:19.739 --> 00:41:21.119
there is a ditch.

00:41:21.119 --> 00:41:25.820
But I think we should think about something we can do with

00:41:25.820 --> 00:41:26.559
that.

00:41:26.559 --> 00:41:28.960
There's a lot of people that get around.

00:41:28.960 --> 00:41:31.559
Like I've been over there for years, so I see a lot of the

00:41:31.559 --> 00:41:32.519
same people all the time.

00:41:32.519 --> 00:41:34.550
And they obviously live in those apartments and they're

00:41:34.550 --> 00:41:36.840
walking to work every day.

00:41:36.840 --> 00:41:40.440
Or there's kids walking home from school.

00:41:40.440 --> 00:41:44.039
It's a major artery for homeless people too.

00:41:44.039 --> 00:41:48.440
That's getting back and forth from the church.

00:41:48.440 --> 00:41:48.840
>> Great.

00:41:48.840 --> 00:41:50.400
>> Yeah.

00:41:50.400 --> 00:41:52.280
>> Okay.

00:41:52.280 --> 00:41:52.719
>> Okay.

00:41:52.719 --> 00:41:53.639
>> Okay.

00:41:53.639 --> 00:41:55.039
>> I'll get some more information on this.

00:41:55.039 --> 00:41:55.719
>> Okay.

00:41:55.719 --> 00:42:00.059
>> And then there was an accident on Fort Worth Drive this

00:42:00.059 --> 00:42:00.559
week,

00:42:00.559 --> 00:42:03.039
the right in front of the La Quinta.

00:42:03.039 --> 00:42:07.159
And so-- and, you know, I don't drive a lot.

00:42:07.159 --> 00:42:13.119
But there has been some concern about some of the parking--

00:42:13.119 --> 00:42:18.690
or some of the driveways allow you to make left turns on to

00:42:18.690 --> 00:42:20.639
Fort Worth Drive,

00:42:20.639 --> 00:42:25.849
which is really a harrowing situation during some times of

00:42:25.849 --> 00:42:26.880
the day.

00:42:26.880 --> 00:42:29.639
So there's been most time of the day.

00:42:29.639 --> 00:42:33.590
So there is a question about looking at the stretch of Fort

00:42:33.590 --> 00:42:36.400
Worth Drive then between 35

00:42:36.400 --> 00:42:42.159
and-- is it Collins up there where the stoplight is?

00:42:42.159 --> 00:42:43.000
>> Yes.

00:42:43.000 --> 00:42:47.920
>> Okay. And so particularly, Lindsey comes out of there,

00:42:47.920 --> 00:42:52.039
comes out of the west side of that area.

00:42:52.039 --> 00:42:56.320
It will be part of the small area plan or it might be part

00:42:56.320 --> 00:42:58.320
of the small area plan.

00:42:58.320 --> 00:43:00.409
Because we're going-- the small area plan is going to go to

00:43:00.409 --> 00:43:01.039
the highway.

00:43:01.039 --> 00:43:02.639
Is that accurate?

00:43:02.639 --> 00:43:04.800
The university small area plan?

00:43:04.800 --> 00:43:05.519
>> Yes.

00:43:05.519 --> 00:43:10.059
>> And is it bounded not only by Carroll but by Fort Worth

00:43:10.059 --> 00:43:10.480
Drive?

00:43:10.480 --> 00:43:10.760
>> Yes.

00:43:10.760 --> 00:43:11.639
>> To the south?

00:43:11.639 --> 00:43:14.719
Okay. So as part of the small area plan, I realize that

00:43:14.719 --> 00:43:16.039
that might be something

00:43:16.039 --> 00:43:18.780
that we consider but I'd like to kind of put that on the

00:43:18.780 --> 00:43:22.159
city's radar that there--

00:43:22.159 --> 00:43:26.110
there's a lot of difficulty now making left turns but

00:43:26.110 --> 00:43:28.719
people still want to do it.

00:43:28.719 --> 00:43:30.480
>> Yeah. I'll check on this one.

00:43:30.480 --> 00:43:34.320
This might be some-- some-- might require some coordination

00:43:34.320 --> 00:43:36.280
with TechStop because it's a TechStop facility.

00:43:36.280 --> 00:43:37.039
>> Right. Right.

00:43:37.039 --> 00:43:40.920
And I know there are places that will preclude a left turn

00:43:40.920 --> 00:43:45.070
but there are places where you still can and people are not

00:43:45.070 --> 00:43:46.519
good at timing them.

00:43:46.519 --> 00:43:49.650
So there was-- I think a Friday there was an accident at

00:43:49.650 --> 00:43:50.039
the--

00:43:50.039 --> 00:43:52.599
right in front of the La Quinta.

00:43:52.599 --> 00:43:53.840
>> I've stopped trying to turn left there.

00:43:53.840 --> 00:43:55.880
I just go up Bernard and go around.

00:43:55.880 --> 00:43:56.360
It's--

00:43:56.360 --> 00:43:57.159
>> Yeah.

00:43:57.159 --> 00:43:59.440
>> You're either sitting there or risking your life.

00:43:59.440 --> 00:44:00.800
You can make that left turn so.

00:44:00.800 --> 00:44:05.639
>> Yeah. I always make right turns if possible.

00:44:07.159 --> 00:44:10.320
Okay. Anything-- anybody have anything else for the matrix?

00:44:10.320 --> 00:44:12.289
>> I think this is already been brought up but I just

00:44:12.289 --> 00:44:13.440
wanted to revisit real quick.

00:44:13.440 --> 00:44:17.389
Is there-- do you know where we're at with dumpsters on the

00:44:17.389 --> 00:44:18.840
sidewalks on Hickory?

00:44:18.840 --> 00:44:22.789
I mean is that ever an issue we can-- like as a runner, it

00:44:22.789 --> 00:44:23.599
's one of my favorite areas

00:44:23.599 --> 00:44:26.920
to run through is to run over to campus and we just--

00:44:26.920 --> 00:44:29.789
I don't understand why we allow huge dumpsters to cover the

00:44:29.789 --> 00:44:30.920
sidewalks.

00:44:30.920 --> 00:44:32.320
Never get it.

00:44:32.320 --> 00:44:35.440
>> That's been a problem for 30 years.

00:44:35.440 --> 00:44:38.360
[ Laughter ]

00:44:38.360 --> 00:44:39.960
>> Dumpsters on sidewalks.

00:44:39.960 --> 00:44:41.360
>> Not all.

00:44:41.360 --> 00:44:45.639
>> I don't think we have progress on any of that stuff.

00:44:45.639 --> 00:44:47.360
I think solid waste is working.

00:44:47.360 --> 00:44:48.730
>> I don't know how waste had worked on it at one point a

00:44:48.730 --> 00:44:49.159
couple years ago.

00:44:49.159 --> 00:44:53.280
There were still spots, you know, where there really was no

00:44:53.280 --> 00:44:55.320
good solution.

00:44:55.320 --> 00:44:58.090
>> Is it-- I mean is there anything on my end that's just a

00:44:58.090 --> 00:44:58.840
citizen I can do?

00:44:58.840 --> 00:45:00.969
Would it be helpful to point out where we still have

00:45:00.969 --> 00:45:04.320
problems or issues or are they very aware?

00:45:04.320 --> 00:45:07.039
>> I mean I think solid waste is aware of it already.

00:45:07.039 --> 00:45:10.239
But feel free to email me and I can forward on to them.

00:45:10.239 --> 00:45:14.349
>> OK. On just a related note, if anyone's in, going to be

00:45:14.349 --> 00:45:17.159
near the UNT campus tomorrow,

00:45:17.159 --> 00:45:20.380
my social studies education majors, we're going to be doing

00:45:20.380 --> 00:45:22.079
some analysis of the streets

00:45:22.079 --> 00:45:24.059
and scapes and all that kind of stuff for some urban

00:45:24.059 --> 00:45:25.119
geography lessons.

00:45:25.119 --> 00:45:26.820
If you want to come out and-- anyone wants to come out and

00:45:26.820 --> 00:45:29.079
say hi to us, you can email me

00:45:29.079 --> 00:45:31.320
and we're going to be out there for about an hour walking

00:45:31.320 --> 00:45:32.760
up and down the streets taking pictures

00:45:32.760 --> 00:45:34.960
and doing stuff, so.

00:45:34.960 --> 00:45:35.920
>> Street walkers.

00:45:35.920 --> 00:45:37.440
>> Yeah.

00:45:37.440 --> 00:45:42.599
>> OK. Anybody have anything else for the matrix?

00:45:42.599 --> 00:45:44.480
Getting off light tonight.

00:45:44.480 --> 00:45:49.800
OK. In that case, we can adjourn at 616.

00:45:49.800 --> 00:45:50.559
Thank you.
