1 00:00:03,200 --> 00:00:11,679 I pledge algiance to the flag of the United States of America and to the 2 00:00:08,480 --> 00:00:18,040 republic for which it stands. One nation under God, indivisible with liberty and 3 00:00:14,480 --> 00:00:18,040 justice for all. 4 00:00:18,960 --> 00:00:30,039 Council member Watkins here. Council member Earl. Mayor Reinhardt here. Vice 5 00:00:25,199 --> 00:00:30,039 Mayor Johanus here. Council member 6 00:00:30,320 --> 00:00:38,000 Okay. Public comments. Okay. See any new business? Approve 7 00:00:36,160 --> 00:00:41,760 change order number one, Compton Street Resurfacing Project. Catch. 8 00:00:40,160 --> 00:00:45,120 » Thank you, Mayor Reinhardt. So, as outlined in the memo, we're asking 9 00:00:43,280 --> 00:00:51,120 council to approve change order number one for the Compton Street resurfacing 10 00:00:47,039 --> 00:00:55,360 project in the amount of $59,270. During curb removal, the contractor 11 00:00:53,440 --> 00:00:59,600 discovered that the existing asphalt is significantly thinner than anticipated. 12 00:00:57,680 --> 00:01:03,280 nor engineer Aman Marsh determined that the planned inch and a half overlay 13 00:01:01,760 --> 00:01:07,200 would not provide enough structural support and could lead to premature 14 00:01:04,799 --> 00:01:10,880 failure. Um, our engineer recommends adding a 2-in asphalt base layer beneath 15 00:01:09,280 --> 00:01:16,400 the planned inch and a half surface layer. This increases the total contract 16 00:01:13,200 --> 00:01:21,840 from $359,731 to $419,1 17 00:01:19,280 --> 00:01:25,280 with no additional contract days. Uh, staff recommends approval of the change 18 00:01:23,360 --> 00:01:29,200 order to ensure the long-term durability of the road. We'll be happy to answer 19 00:01:27,360 --> 00:01:33,600 any questions if you have them. And also a side note, I have reached out to MDOT. 20 00:01:31,840 --> 00:01:39,119 Uh they will approve this. So it won't affect our grant. The grant dollars 21 00:01:35,040 --> 00:01:43,280 coming in. Um so we have that approved. >> So 22 00:01:40,720 --> 00:01:46,960 we have done curb. >> Yeah. You want to talk about the 23 00:01:44,320 --> 00:01:50,240 progress you made so far? The south side of the road. All the curbs done on the 24 00:01:48,640 --> 00:01:55,840 south side of the road. >> So So adding two does that affect the 25 00:01:53,360 --> 00:01:59,520 the curb? What? Well, so that's the thing is if you if we don't go full 26 00:01:58,159 --> 00:02:03,520 depth, there's going to be additional wedging because of where the grades we 27 00:02:01,600 --> 00:02:07,280 had to set the curbs to get the water to flow because there wasn't proper water 28 00:02:05,840 --> 00:02:11,440 drainage. If you go down there right now, we peeled the asphalt that was 29 00:02:08,959 --> 00:02:16,640 overlaid over the old curbs and it's already it's like 3 to 4 in on top of 30 00:02:13,760 --> 00:02:20,160 the old curbs that were there. So, the new car with putting the new curb in, 31 00:02:18,400 --> 00:02:25,599 we're setting those so that they don't need to be overlaid 32 00:02:22,239 --> 00:02:28,319 um and that the water will make it to the catch basins on the corners of the 33 00:02:27,360 --> 00:02:34,080 streets. >> I guess what I'm trying to figure out is 34 00:02:31,120 --> 00:02:39,599 are we leaving the existing base layer as or is that all the way coming out and 35 00:02:36,400 --> 00:02:43,440 you're putting the new 2 in? So all the asphalt that's there, what we would do 36 00:02:41,040 --> 00:02:47,760 is we would do a 3 and 1/2 in mill over the whole road. And then there's going 37 00:02:45,599 --> 00:02:50,560 to be some spots that there asphalt's a little bit deeper because it's not 38 00:02:49,040 --> 00:02:55,920 uniform. There's spots that where it's 2 in and there's spots where it's like 39 00:02:52,080 --> 00:03:00,160 four to 5 in. Um so what we would do then is turn around and pulverize the 40 00:02:58,640 --> 00:03:04,080 rest of the material that's there and use that material that's on site to 41 00:03:02,239 --> 00:03:08,159 grade the road. So that when we put the new asphalt, the new three and a half 42 00:03:05,760 --> 00:03:11,280 inches in that's what you're gonna have a uniform three and a half inches 43 00:03:09,599 --> 00:03:16,400 across. >> I would make sure we burn already set up 44 00:03:13,840 --> 00:03:22,840 curbs and then as folding over existing and running over the the curb. 45 00:03:18,560 --> 00:03:22,840 » No, no, we won't be going over. 46 00:03:24,400 --> 00:03:31,760 » I guess the question I have is there's usually a contingency factor in a lot of 47 00:03:28,720 --> 00:03:34,560 these. Is this kind of eaten up into that? 48 00:03:34,879 --> 00:03:41,599 We may not see budget impact. >> Yeah, we'll see a slight impact on 49 00:03:40,239 --> 00:03:44,239 what's in the contingency because there's been other materials we've made. 50 00:03:43,840 --> 00:03:49,400 » Okay. >> But yeah, I mean we're within 51 00:03:46,400 --> 00:03:49,400 » Sorry. 52 00:03:50,319 --> 00:03:56,560 Okay. And local roads has about 1.1 million in it. So it's not really a big 53 00:03:55,360 --> 00:03:59,560 impact. >> Okay. 54 00:04:00,640 --> 00:04:08,239 I just want to make sure because I thought they already started curve I 55 00:04:06,239 --> 00:04:11,360 didn't want us to go back and do exactly what we did before and we'll go right 56 00:04:10,319 --> 00:04:16,400 into >> no yeah we've been trying to avoid that 57 00:04:13,760 --> 00:04:21,840 as we can kind of see the issue was going to come about and so the way the 58 00:04:18,959 --> 00:04:27,560 curbs are set up now there won't be any water won't make it 59 00:04:24,560 --> 00:04:27,560 So 60 00:04:29,840 --> 00:04:34,639 » I'll make a motion approve change order number one. 61 00:04:34,000 --> 00:04:38,560 » Second. >> All those in favor. 62 00:04:36,240 --> 00:04:41,680 » All those opposed. Do I have another motion? 63 00:04:40,240 --> 00:04:44,080 » Motion to adjurnn. >> I'll second it. 64 00:04:42,479 --> 00:04:48,680 » All those in favor. >> All those opposed. All right.