HomeMy WebLinkAboutCC - April 4, 20231685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
Regular City Council Meeting — Tuesday, April 4, 2023
Call to Order — 7:00 p.m.
Pledge of Allegiance
Resident Forum
Agenda Approval
1. Approval of Minutes (3/21/23 Regular)
Consent Items
2. Approve Payment of Claims — Finance
3. Acknowledge & Accept Bid Results/23-3, 2023 Crack Sealing/23-5, 2023 Pavement Markings/23-
7, 2023 Trail Maintenance/23-10, 2022 Parking Lot Maintenance - Engineering
4. Approve Plans & Specs/Order Ad for Bids//23-11A Through 23-11L/23-15/Prairie Rd. NW & 23-
16/Andover Blvd. NW/2023 Mill & Overlay — Engineering
5. Award Bid/21-39/Tulip St. NW & 161' Ave. NW Reconstruction — Engineering
6. Award Bid/23-2,,2023 Street Reconstruction/23-8, 2023 Curb, Sidewalk & Ped Ramp Repairs &
23-17, 2023 Full Depth Reclamation — Engineering
7. Approve JPA with Anoka County/21-39/Tulip St. NW & 161St Ave. NW Reconstruction—
Engineering
8. Award City Contract for Ash Injections/22-49/EAB Management Program — Engineering
9. Approve MSA Designation of Old Constance Designating New Municipal State Aid Route -
Engineering
10. Accept Resignation/Retirement of Wayne Goodrich Maintenance Worker — Administration
11. Approve Used Vehicle Sales License —Administration
12. Approve 2024 Budget Development Guidelines —Administration
13. Approve Revised City of Andover Emergency Operations Plan — Administration/Fire
14. Approve Ordering Equipment - Finance
Discussion Items
15. Consider Conditional Use Permit (CUP) Amendment for the placement of additional antennas
onto the existing water tower on the property located at 1685 Crosstown Blvd. NW, (PID#:
22.32.24.41.0006) submitted by New Cingular Wireless, PCS, LLC c/o Steve Ward (Applicant)
Staff Items
16. Reschedule July 4, 2023 Council Meeting — Administration
17. Administrator'sReport —Administration
Mayor/Council Input
Adjournment
AC I T Y O F I
ND0VE
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.AN DOVE RM N.GOV
TO: Mayor and City Council
CC: Jim Dickinson, City Administrator
FROM: Michelle Hartner, Deputy City Cie
SUBJECT: Approval of Minutes
DATE: April 4, 2023
INTRODUCTION
The following minutes were provided by TimeSaver, reviewed by Administration, and
submitted for City Council approval:
March 21, 2023 Regular
The minutes are attached for your review.
ACTION REQUIRED
The City Council is requested to approve the above minutes.
Respectfully submitted,
`�44-4
Michelle Hartner
Deputy City Clerk
Attach: Minutes
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
REGULAR ANDOVER CITY COUNCIL MEETING —MARCH 21, 2023
MINUTES
The Regular Bi -Monthly Meeting of the Andover City Counci:
Bukkila, March 21, 2023, 7:00 p.m., at the Andover City Ha
Andover, Minnesota.
Councilmembers present: Jamie Barthel, Ted Butler, Rick
Randy Nelson
Councilmembers absent: None
Also present: City Administrator, Jim Dickim
Community Development Difec
Director of Public Works/City F
City Attorney, Scott Baumgartn
Others
PLEDGE OFALLEGLINCE
RESIDENT FORUM
No one came forward to address the Council.
AGENDA APPROVAL
Mayor Bukkila noted an
Item #15 — Consi
Motion by Councilm
as amended. Motion
APPROVAL OF MINUTES
s called to order by Mayor Sheri
685 Crosstown Boulevard NW,
and
Joe Janish
neer, David Berkowitz
nda item to request the removal of:
Request for 17337 Roanoke Street NW
Seconded by Councilmember Butler, to approve the Agenda
February 21, 2023, Regular Meeting
Motion by Councilmember Barthel, Seconded by Nelson, to approve the February 21, 2023,
Regular meeting minutes as presented. Motion carried unanimously.
February 28, 2023, Workshop Meeting and March 7, 2023, Regular Meeting
0
Regular Andover City Council Meeting
Minutes —March 21, 2023
Page 2
Motion by Councilmember Nelson, Seconded by Councilmember Butler, to approve the February
28, 2023, Workshop and the March 7, 2023, Regular meeting minutes as presented. Motion carried
4 ayes, 1 present (Bukkila).
CONSENT ITEMS
7 Item 2 Approve Payment of Claims
8 Item 3 Award Bid/22-43/Lift Station #1 Piping Improvement & Valve Vault Addition (See
9 Resolution R024-23)
10 Item 4 Water Enterprise Fund Budget Adjustment/Well #6 Rehab
11 Item 5 Award Bid and Approve 2023 Code Enforcement Abatement/Mowing Contract
12 Item 6 Accept Resignation of Park & Recreation Commissioner & Appoint Alternate
13 Item 7 Approve Used Vehicle Sales Licenses
14 Item 8 Approve Resolution Authorizing Andover City Staff to Execute All Necessary Documents
15 to Ensure Andover City Participation in the Multistate Settlements Relating to Opioid
16 Supply Chain Participants, and in the Minnesota Opioids State -Subdivision Memorandum
17 of Agreement (See Resolution R025-23)
18 Item 9 Approve Application for Exempt Permit
19 Item 10 Receive February 2023 City Investment Reports
20 Item 11 Approve Amendment to City Code Title 12-7-3 Fence Height (See Ordinance 550)
21
22 Motion by Councilmember Nelson, Seconded by Councilmember Barthel, to approve of the
23 Consent Agenda as read. Motion carried unanimously.
24
25 ANOKACOUNTYSHERIFF'SOFFICE MONTHLYREPORT
26
27 Commander Lenzmeier provided the monthly report for February 2023, stating the Department
28 has seen a decrease in calls for service, but an increase in the intensity of calls for service including
29 domestics, DWIs, and mental health calls. He reported 7 felony arrests, 7 gross misdemeanor
30 arrests, 6 misdemeanor arrests, and 5 DWIs. This is a significant increase from last year to this
31 year in those categories. The Sheriff's Department recently responded to a call involving home
32 intruders and exchanged gunfire, which turned out to be a mental health situation, as well as two
33 different house fires. He shared some significant events that have occurred, one involving two
34 individuals with gunshot wounds that were determined to be a murder and a suicide. He expressed
35 that Anoka County has excellent domestic violence resources and encouraged residents to reach
36 out if needed. The SWAT team has been busier in the first two months of 2023 than they were in
37 all of 2022. Commander Lenzmeier stated the Sheriff's Department is working on increasing their
38 SWAT team by combining with the Anoka City SWAT team and an Anoka County multi -
39 jurisdictional team with other agencies throughout the County.
40
41 Councilmember Nelson asked if there has been an increase in catalytic converter theft in Andover
42 and Anoka County. Commander Lenzmeier explained cold weather decreases some of that. They
43 are seeing the most theft in areas that are quick to get in and out of. Andover does not see high
44 levels of theft as compared to other communities.
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 3
Mayor Bukkila shared her shock at some of the recent occurrences, stating how difficult winter
has been for people. She reminded residents to check in with their neighbors and take care of each
other. Commander Lenzmeier shared his hopes that nicer temperatures will decrease the tension
that has been happening.
HOLD RESCHEDULED PUBLICHEARING/ORDER PLANS & SPECS123-IIA THROUGH
23-11LI23-151PRAIRIE RD. NW & 23-161ANDOVER BLVD. NW12023 MILL & OVERLAY
9 The City Council is requested to hold a public hearing and order plans and specifications for
10 Projects 23-11A through 23-11L, 23-15 Prairie Road NW and 23-16 Andover Boulevard NW for
11 the 2023 Mill and Overlay project. Director of Public Works/City Engineer Berkowitz noted that
12 due to a lack of quorum at the March 7, 2023 City Council meeting, the public hearing for these
13 projects was rescheduled to tonight's meeting. He shared the City is planning to complete 17 miles
14 of roadway work, with 14 different locations in the City needing mill and overlay. The City will
15 also be replacing damaged curbs and gate valves. The estimated total cost is just under $2.9
16 million, 25% of which will be assessed, 75% covered by the City. He shared more detailed cost
17 estimates and project descriptions for specific areas within the City. Mr. Berkowitz explained that
18 mill and overlay projects involve a contractor grinding down the first layer of blacktop and
19 overlaying a new surface over the top. Roads should receive mill and overlay work every 15-22
20 years, and many roads being prioritized for work this year are 19-22 years old. The City hopes to
21 preserve its existing roads so they will not need to be fully replaced. The plan is for construction
22 to begin in mid-June and end in late -August or early -September, 2023. He explained the process
23 for paying assessments after the project is complete, then opened the discussion to questions.
24
25 Councilmember Nelson asked about the 75% the City covers, inquiring if it comes from the Road
26 and Bridge fund and the Trunk Fund, also. Mr. Berkowitz explained the majority comes from the
27 Road and Bridge fund, and the rest comes from State Aid. The money all circulates through the
28 City's Road and Bridge fund.
29
30 Councilmember Nelson asked if the 17 miles of planned roadwork includes the mill and overlay
31 and the total reconstruction this summer. Mr. Berkowitz shared it does. He added that the 2023
32 street reconstruction includes full curb replacement reconstruction, $2.5 million in full depth
33 reclamation, and the mill and overlay. The mill and overlay is meant for preservation, to extend
34 the life of what the City has. The other projects involve full reconstruction.
35
36 Motion by Councilmember Nelson, Seconded by Councilmember Barthel, to open the public
37 hearing at 7:40 p.m. Motion carried unanimously.
38
39 Administrator Dickinson stated that for anyone who attended the March 7'h City Council meeting,
40 the Council received the minutes for that meeting and have them in full detail.
41
42 Scott Foyt, 14424 Prairie Road, shared the City personnel have been helpful with giving him a lot
43 of information. He asked if one contractor will do all of the proposed road work projects. He also
44 asked about the assessments against the State Aid projects, saying it seems cut and dry how the
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 4
1 City arrived at the assessments for the non -MSA projects. He asked why the City came up with $9
2 a foot and inquired why his property is being assessed for the highest amount in the City, other
3 than the high school. He questioned why the State Aid funds haven't been set aside to cover the
4 entire cost of the whole project, eliminating the need to assess the homeowners who live on this
5 roadway. He stated it should be a State Aid project because the travel on the road and benefits of
6 the road to the City should dictate that the State pays for it. He asked why the City decided to
7 reassess the residents who live on Prairie Road, who have to put up with thousands of cars by those
8 who use it every day. He asked why the benefitting property connotation was taken off of Prairie
9 Road. He stated his assessment is four times larger than the average assessment. He stated the
10 comments in the packets he received from the City don't match the comments made at the March
11 7th City Council meeting.
12
13 Steve Pape, 14396 Prairie Road NW, started by thanking Mr. Berkowitz for a good presentation.
14 He asked if Prairie Road is being milled deeper because of the heavy construction traffic. He also
15 asked if the assessment is correct, pointing out that Prairie Road is a County road since so many
16 use it. He thanked Mr. Berkowitz for a prior conversation he had with him about correcting a water
17 issue at his home, stating he appreciates him accommodating a discussion and assessing for a
18 correction. He stated he thinks the City is doing a great job.
19
20 John Lorsung, 16470 Uplander Street NW, also thanked Mr. Berkowitz for his presentation stating
21 that although he is a hairdresser and usually doesn't understand numbers, he understood the
22 presentation. He asked how deep they are planning to go on the road, 3 inches or 4 inches. He also
23 asked if you pay the assessment off in the beginning, is there a discount. Mayor Bukkila explained
24 you wouldn't pay interest if the assessment is paid off.
25
26 Motion by Councilmember Butler, Seconded by Councilmember Nelson, to close the public
27 hearing at 7:52 p.m. Motion carried unanimously.
28
29 Mr. Berkowitz answered the questions from the public hearing. He stated there is one contractor.
30 It was bid as one large project so there is a prime contractor and subcontractors. It will be a black -
31 top contractor as the prime contractor. The curb -replacements will be completed by subcontractors.
32 He explained why the City assesses State Aid projects and stated it's about equity. The Council
33 and City staff had a discussion asking themselves if people who live on State -Aid routes should
34 pay something, and the Council decided yes. He clarified that money is collected for State -Aid
35 routes that the City spreads out over multiple projects. He explained the way to differentiate a
36 standard public street and a State Aid street. State Aid streets are built stronger for volume of
37 traffic. Anything above the standard section of the City - 33 feet wide, 3 inches of blacktop over 4
38 inches of gravel. State Aid routes are milled deeper because the sections are bigger. To mill, you
39 take off 2 inches of the wear course. The standard on other streets is to take off 1 to 1 %x inches.
40 On Prairie Road, the width is similar to a standard City street. The City is covering the cost for the
41 extra strength of the road. In regard to front footage, he stated that he could meet with Mr. Foyt to
42 go over the numbers but explained that 93% of the project is covered by City funds, while 7% is
43 being assessed. This has been common practice. The City has done it on multiple roads, and
44 they've always tried to determine the most equitable way to assess residents. They believed 25%
Regular Andover City Council Meeting
Minutes—March 21, 2023
Page 5
1 wasn't fair for Mr. Foyt's development, so they decided to use front footage instead of unit price.
2 He acknowledge Mr. Foyt does have a large front footage on Prairie Road of 506 feet, which is
3 why his assessment cost equates to more. He mentioned there are other properties in the City that
4 were assessed for a higher price. In response to Mr. Lorsung's question, they will mill an inch to
5 1'/< inches, and pave back with 1'/4 to 1% inches. He shared he doesn't know if they will mill then
6 replace curbs or replace curbs then mill.
7
8 Councilmember Butler added the City uses front footage on a road like Prairie Road where it is
9 not assessing based on the full length of the project. In this case, front footage gives you a
10 proportion of the project to assess the value of. He shared a hypothetical example that if 40% of
11 the project has no fronting properties, that whole part of the project goes to the City, and then 60%
12 would go to residents. Using front footage gives the City a way to determine how much of the
13 project to calculate into assessment, and how much to assess to each property. Mr. Berkowitz
14 confirmed Mr. Butler's statement and stated side yards and undeveloped properties along roads
15 are not assessed. He shared Andover Boulevard as an example, stating that the high school has to
16 pay the most along that road.
17
18 Mayor Bukkila stated a comment making a "savings account" using State Aid funds, as Mr. Foyt
19 suggested. She explained State Aid is never intended to pay for the whole of the system, but is a
20 supplement to the City to assist with the transportation of goods and services that are for the good
21 of the State. There wouldn't be enough money to pay for an entire road project using State Aid
22 funds.
23
24 Mr. Dickinson shared the City can borrow ahead on its State Aid allocation. The funds are based
25 on road miles in the community, and are not a perfect system or payment. The funds are also based
26 on how much gas tax was collected in the previous year. The State constitution determines how
27 dollars will be allocated based on road miles. Dollars are received for maintenance and
28 construction, which help maintain streets and are set aside to help assist with construction. The
29 State Aid funds are put into the Road Bridge fund, and are not enough to pay for a whole road. He
30 stated that State allocation dipped during Covid, when people weren't driving as often, which
31 affected revenues received. He clarified that State Aid roads are there to connect to other cities
32 that move traffic throughout the city. State Aid isn't a perfect system, but it's the best we have in
33 Minnesota right now.
34
35 Mr. Berkowitz elaborated on the dip seen in State Aid funds during Covid. He explained that
36 construction costs did not go down, they went up. State Aid funds don't seem to keep up with what
37 the need is.
38
39 Mayor Bukkila spoke directly to Mr. Foyt, who was sitting in the audience, and stated that
40 whenever you look for a government unit to pay for goods and services in the community, the City
41 is part of the State too. If you want to go bigger, you will start paying for other cities' roads too,
42 and you would get a smaller portion of the funds. State Aid funds are meant to be supplemental,
43 and are not a major tax collection to support the entire transportation system.
44
Regular Andover City Council Meeting
Minutes —March 21, 2023
Page 6
1 Mr. Dickinson shared this has been a topic of conversation at the current legislative session. They
2 are looking to get more dollars for transportation, and considering using taxes paid on auto parts
3 toward road construction. The State recognizes they aren't paying for everything so they are
4 looking for ways to increase funding.
5
6 Councilmember Barthel responded to Mr. Foyt's comment that the minutes from the March 7`h
7 meeting were not reflective of what people said during the public hearing. He confirmed the
8 minutes stating that Mr. Ries argued for full reconstruction of the road, and that Mr. Meister said
9 it should be a thoroughfare instead of a two lane road.
10
11 Mr. Foyt was making comments from the audience so Mayor Bukkila invited him to return to the
12 podium.
13
14 Scott Foyt, 14424 Prairie Road, stated Mr. Berkowitz still hadn't answered his question of how
15 the City arrived at using front footage instead of units. He shared it would cut his assessment price
16 in half if they used units.
17
18 Mayor Bukkila responded saying there was an explanation for using front footage instead of units,
19 but Mr. Foyt didn't like the explanation, which she can't fix. She pointed out his use of the term
20 "benefitting properties" and explained the whole reason for an assessment is to assess all
21 benefitting properties. All properties are receiving a benefit therefore the City has the assessment
22 process.
23
24 Mr. Dickinson shared the reasons for going to linear footage, stating there are various front
25 footages on the road and opportunities for different properties along Prairie Road. He explained
26 each lot is different, but they don't have the same front footage. This is a way to proportionally
27 allocate those properties that front Prairie Road, while properties that do not front the road or have
28 the ability to be developed are paid for by the City, thus the ratio difference seen in the other
29 projects where 25% is paid for by residents, 75% paid by the city. In this situation on Prairie Road,
30 7% is paid for by residents and 93% by the City, which includes some State Aid funds in addition
31 to levy funds and bonding dollars.
32
33 Mayor Bukkila clarified that if Mr. Foyt wants the residents on Prairie Road to be responsible for
34 25% of the project, that percentage split between 10 properties would increase his assessment
35 estimate. She stated Mr. Foyt is getting the best deal in terms of the City's policy as it stands today.
36
37 Mr. Dickinson added the City looks to the Council to order plans and specifications and these are
38 based on estimates, which tend to be high. When the actual costs come in, they hope to deliver
39 assessments that are cheaper than what is being estimated. He shared that this happens 99% of the
40 time. The City tries to keep actual costs within the estimated costs.
41
42 Mayor Bukkila confirmed what Mr. Dickinson said, that these are not final assessment rates. She
43 has routinely seen the actual costs go down from the estimated cost. The bids will give another
44 clue to how much actual costs will be but also after the final project is complete, residents are
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 7
1 assessed based on the actual construction costs and the amount of material used. The City gives
2 worst case scenario cost in the initial assessments, hoping the actual costs will be less expensive.
4 Motion by Councilmember Butler, Seconded by Councilmember Nelson, to approve Resolution
5 No. R026-23 Ordering the Improvement Project Nos. 23-11A through 23-11L, 23-15 Prairie Road
6 NW and 23-16 Andover Boulevard NW/2023 Mill and Overlay and Directing Preparation of Final
7 Plans and Specifications. Motion carried unanimously.
8
9 PUBLIC HEARING/PRIVATE KENNEL LICENSE REQUEST/15570 POTAWATOMI ST.
10 NW
11
12 The City Council is requested to hold a public hearing to consider the private kennel license
13 requested by Laura Pardo, 15570 Potawatomi Street NW. City Administrator Dickinson explained
14 that Ms. Pardo has four dogs, and the City Code requires she obtain a private kennel license in
15 order to have an excess of three dogs. Ms. Pardo has indicated the dogs are for private enjoyment
16 and not monetary gain. The property meets City Code requirements for a private kennel, the
17 resident has paid the appropriate fees, and has licensed three of her dogs at this point. The resident
18 also noted that the property is surrounded by an invisible fence. Staff received one call prior to the
19 public hearing which was in favor of a private kennel license for that address.
20
21 Motion by Councilmember Nelson, Seconded by Councilmember Butler, to open the public
22 hearing at 8:14 p.m. Motion carried unanimously.
23
24 There were no public comments.
25
26 Motion by Councilmember Nelson, Seconded by Councilmember Butler, to close the public
27 hearing at 8:14 p.m. Motion carried unanimously.
28
29 Councilmember Barthel asked how long the kennel license is good for. Mr. Dickinson shared that
30 it is renewed annually.
31
32 Councilmember Barthel stated he knows the resident needs a license due to having one extra dog
33 and is not looking for monetary gain, but nothing would prevent the resident from someday seeking
34 monetary gain now that they have this license. Mr. Dickinson shared the City limits the number of
35 dogs within the kennel license. If there was a batch of puppies, there wouldn't be an issue. The
36 resident would have 6 months to move the puppies, but the resident will know what the limit is
37 based on the number of dogs identified for the private kennel license.
38
39 Mayor Bukkila asked if license renewal would be impacted if issues or complaints were received.
40 Mr. Dickinson shared if there was an issue, they would communicate with the property owner and
41 give them an opportunity to correct the issue. He has had one complaint in 22 years of dealing with
42 these licenses. Usually those who come forward for a private kennel license are dog lovers and
43 there are no issues.
44
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 8
1 Councilmember Butler added usually if a resident is applying for a license, they are trying to
2 comply with the City's rules.
4 Motion by Councilmember Butler, Seconded by Councilmember Barthel, to approve issuing a
5 private kennel license for Laura Pardo, 15570 Potawatomi Street NW, to have four dogs for private
6 enjoyment for a period of March 22, 2023 through December 31, 2023. Motion carried
7 unanimously.
9 CONSIDER V4RL9NCE REQUEST — 1733 7 ROANOKE ST. NW; PID# 06-32-24-33-0016 —
10 SAMANTHA HAUPERT & COLINANDERSON (APPLICANTS)
11
12 This item was removed from the agenda.
13
14 CONSIDER A CONDITIONAL USE PERMITAMENDMENT (CUP) —13655 ROUND LAKE
15 BOULEVARD; PID# 34-32-24-42-0009 AND 33-32-24-42-0007 — BUSCH ARCHITECTS
16 (APPLICANT)
17
18 The City Council is requested to consider the request of Busch Architects, who submitted an
19 application on behalf of Grace Lutheran Church, for three building additions that would result in
20 a net addition of 2,748 square feet Community Development Director Joe Janish displayed a map
21 of the subject site and reviewed the staff report with the Council. He pointed out an additional
22 childcare drop-off and pick-up site, and a landscape plan to prevent headlight glare. This addition
23 would allow for the removal of temporary classrooms that are there. A public hearing was held at
24 the Planning and Zoning Commission meeting on February 28, 2023, where one resident expressed
25 a parking concern. The temporary classrooms need to stay while construction is occurring. The
26 Planning and Zoning Commission provided a positive recommendation to the Council for approval
27 of the conditional use permit on a 6-0 vote, 1 absent. Council is asked to consider the Planning and
28 Zoning Commission's recommendation of approval.
29
30 Councilmember Barthel asked when the permits for the temporary structures are due. Mr. Janish
31 stated it expires on December 31, 2023.
32
33 Mayor Bukkila agreed that was confusing, this provides for removal. The expectation is for those
34 to be removed, but in response to removal they are moving ahead with the project. She stated it is
35 not a give and take, there is an endnote to the temporary buildings.
36
37 Councilmember Butler asked if ARC is still reviewing the Commercial Site Plan for the screening.
38 Mr. Janish said yes, they are still in the process of providing comments to the applicant and
39 receiving those back.
40
41 Councilmember Nelson asked if the parking issue is temporary, and if there will be parking on the
42 grounds once the project is complete. Mr. Janish said as part of the CSP, they have gone through
43 a review of the layout of the building and compared it to parking and it has come back acceptable.
44 The City is not asking for additional parking to be provided based on the typical use of the religious
Regular Andover City Council Meeting
Minutes —March 21, 2023
Page 9
1 institution.
2
3 Administrator Dickinson stated residents were concerned about parking on the street, on 136th
4 Lane NW, but they have yet to see a request for a no parking sign. The concerned resident was
5 probably inferring they want to see permanent no parking signs along the street. Parking within
6 the development needs to be met and they will do that through the Conditional Use Permit (CUP).
7
8 Councilmember Nelson added that's the same with the farmers market. When people park on the
9 street during the market, it's temporary. Mr. Janish said yes the farmers market is temporary and
10 the church parking will be too.
11
12 Mayor Bukkila shared concerns about the new parking lot entrance along 136th Lane NW for the
13 homeowners across the street. She stated if there are evening activities involving drop-offs,
14 residents may have an onslaught of headlights shining into their homes. She asked how it was
15 approached, if the resident was made aware of the potential impact other than the notification of a
16 public hearing. Mr. Janish said the City has just followed the notices for the public hearing process.
17
18 Councilmember Barthel asked how many parking stalls there are in the lot along 136th Lane NW.
19 Mr. Janish stated there are 8 parking spots and the turnaround component.
20
21 Councilmember Butler asked if the purpose of that lot is primarily for childcare. Mr. Janish said
22 that is his understanding. Councilmember Butler stated if that is the case and it will primarily be
23 used in the morning and afternoon, headlights should not be a problem, but it's hard to know for
24 sure.
25
26 Mayor Bukkila stated that CUPS run with the land. Regardless of how the church uses the property,
27 the City doesn't have a mechanism of control on that. Once the permit is authorized, the church
28 can do what they want with it. The only limitation the City could enforce in regard to impacts to
29 the neighborhood is a noise ordinance. If the childcare area and parking lot end up being used for
30 something else, the neighbors could be impacted differently.
31
32 Councilmember Barthel agreed that he is concerned for how the church will use the building in
33 the future and how it would impact the neighborhood. It will be used for daycare now but they
34 could decide to use it for something else later that would impact especially the two houses along
35 136th Lane NW that face the church.
36
37 Mayor Bukkila shared she knows places often try to get additional revenue. She doesn't want to
38 discourage the CUP on a whole and has no issue with the building additions themselves, but is
39 concerned about the design of the driveway.
40
41 Councilmember Butler shared he was looking at a map showing the aerial view, and the church
42 driveway would come out directly across the driveway from the home across and the garage, which
43 would mitigate some of the headlight concerns.
44
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 10
Mayor Bukkila shared the issue is that they aren't looking at blueprints or actual site plans yet. Mr.
Janish said they are in the process of reviewing the Commercial Site Plans. He would need to look
at it to see how the house is oriented on the side. He stated it seems to line up with the house across
the street.
6 Mayor Bukkila shared in general people will turn right out of the parking lot toward Round Lake
7 Boulevard which will impact the corner house. She wants to be respectful to those two residents
8 in terms of the site plan and how it is configured. She doesn't know which came first - the house
9 or commercial district. She stated when you suddenly change the traffic flow it's a game changer,
10 and she is not sure how to address it fairly. She doesn't want to move forward with the project
11 without some protective language or consideration. She shared she could consider the absence of
12 the two residents a non -concern but maybe they just didn't know about the public hearing.
13
14 Councilmember Engelhardt asked if the Conditional Use Permit is tied specifically to a
15 childcare/daycare center, or a secondary entrance/exit. Mr. Janish shared the Conditional Use
16 Permit itself is for the expansion of the facility. Councilmember Engelhardt is concerned it could
17 become a secondary entrance/exit, bringing increased traffic.
18
19 Councilmember Engelhardt asked if there would be any signal or signage changes between Round
20 Lake Boulevard and 136`h Lane NW. Mr. Janish stated there would not.
21
22 Mr. Janish mentioned the applicants are present if Council would like to hear from them about the
23 turning movements out of the new proposed parking lot.
24
25 Mayor Bukkila stated that speaking with the applicant might not lead to an answer. It's not about
26 making a commitment to not using something a certain way, since they could change their minds.
27
28 Mr. Janish said you could place a condition on the parking lot based on potential impacts to
29 surrounding properties, and any other access locations that could lead to lights shining on one of
30 the homes in the neighborhood. There are options that the applicant might be willing to consider
31 in order to mitigate the impact to nearby properties.
32
33 Mayor Bukkila stated the City generally does not have commercial properties emptying onto
34 residential streets. Mr. Janish shared there are actually quite a few locations throughout the City
35 where that is the case.
36
37 Mr. Dickinson asked if there is an elevation difference between the church property and the
38 residential properties. Councilmember Barthel shared according to Google Maps, the driveway
39 looks flat, and it looks like there are bedroom windows in the front of the house.
40
41 Councilmember Nelson asked if there is any vegetation, they could add to mitigate lights. Mr.
42 Janish shared as part of the CUP process; he would suggest asking the applicant. If Council is
43 identifying it as a potential issue, it is up to the applicant to come up with a solution to solve it.
44
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 11
1 Councilmember Barthel shared they may be raising an issue that isn't a problem to those two
2 homeowners. A conversation with them about their opinions would help the Council know what
3 to do before moving forward.
4
5 Mayor Bukkila shared that if the residents are left in the dark and it does end up becoming an issue,
6 there could be turnover, and the homes could even become a restaurant or other business.
7
8 Councilmember Butler shared he doesn't believe it would be a problem to contact those two
9 residents across from the church. Looking at the layouts of the homes, it seems to him that it will
10 not be a problem. He doesn't share the same level of concerns about this issue, but he agrees with
11 talking with the residents and making sure they are comfortable with what is being proposed.
12
13 Mayor Bukkila shared what if she proposed a condition that architectural design would include
14 slope and angles to reduce residential impact. Mr. Dickinson stated that would be enough. They
15 have looked at potential options requiring the exit is a right turn out, adding channelization so
16 traffic moves the way they want it to.
17
18 Mr. Berkowitz added channelization could reduce cut -through traffic to the neighborhood as well.
19
20 City Attorney Baumgartner clarified the CUP is for the building additions themselves, not
21 necessarily the additional driveway. He pointed out the Council could approve the CUP relative to
22 the building expansion, and direct that further site plan review relative to the driveway itself must
23 meet approval of City staff and Council.
24
25 Mr. Janish shared he thinks that is fair and added it could always be reviewed later and the
26 applicants could come up with a solution.
27
28 Mr. Baumgartner wanted to clarify again that the building expansion and parking lot designs are
29 separate, so Council can approve the building expansion CUP. He wanted to ensure there was no
30 misconception that the CUP covers the entire site plan.
31
32 Mayor Bukkila said if not for the expansion of the 3 buildings, the driveway isn't needed. It's an
33 added amenity as part of the expansion, allowing access to the new building addition.
34
35 Mayor Bukkila asked if the site plan review stays with staff. Councilmember Butler stated staff
36 could be directed to make it part of the site plan, working through channelization options,
37 minimizing impact to neighbors to the south.
38
39 Mr. Dickinson shared they did the same thing for Taco Bell, not comparing the church to Taco
40 Bell, but explaining they followed same directive taking care of pedestrian related items.
41
42 Mayor Bukkila asked if the Council wants this proposal to come back to Council for approval and
43 asked the opinion of the Councilmembers. Councilmembers Engelhardt and Barthel said yes,
44 Butler said no, and Nelson said he doesn't think it has to but let's see what the general consensus
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 12
is.
Councilmember Nelson asked if they could consider the issues in the CSP. Mayor Bukkila said
yes, so Councilmember Nelson said he would prefer it not come back to the Council.
6 Mayor Bukkila said she doesn't think it needs to come back to Council, but she wants the impacts
7 mitigated as much as possible. She suggested amending the Conditional Use Permit conditions to
8 include a traffic component and architectural designs to minimize impacts to the residential
9 neighborhood.
10
11 Kevin Busch, architect representing the applicant and resident, explained the church wanted to
12 separate the daycare from the rest of the church for security purposes, which is the reason for the
13 second entrance and second parking lot, ensuring a secure entrance for the daycare. He shared
14 daycare hours are from 6:00 a.m. - 6:00 p.m., and the daycare is not open the rest of the day or on
15 the weekends. He thinks it is a good idea to consider shielding the neighborhoods and he
16 appreciated the Council pointing this issue out. He shared an idea to add a "no parking" sign in the
17 lot stating there is no parking after 6:00 p.m. The reason for the additional parking lot is because
18 currently there are people who drop their kids off on 136`h Lane NW, parking on the street and
19 then going into the building. The parking lot will allow more direct access, be more secure for
20 children who attend daycare, and be better for residents to get cars off the street.
21
22 Mayor Bukkila thanked him for his comments, stating it gives her peace of mind even though the
23 daycare runs until 6:00 p.m., and it is dark in Minnesota at that time for 6 months out of the year.
24 She doesn't want a family sitting at their table for dinner with lights shining on them during pick -
25 up hours. She stated the importance of being good neighbors.
26
27 Joanna Mitchell, Senior Pastor of Grace Lutheran Church, 13655 Round Lake Boulevard, stated
28 she concurs with Mr. Busch, people won't have access to come in and out of that door, it will only
29 be used by daycare families. The church wants to provide affordable daycare and safety for the
30 children who attend. She shared her appreciation for the thoughts and concerns for the residential
31 neighbors and stated the church also wants to be good neighbors and love their neighbors as
32 themselves. They will seek to do that and will work to ensure that neighbors have good information
33 and a voice on the topic.
34
35 Mr. Janish shared some language he put together for Council to consider as condition 7 of the
36 Conditional Use Permit: "During the CSP review process, staff and applicant shall evaluate vehicle
37 lighting to minimize flashes onto homes from west parking lot."
38
39 Mayor Bukkila shared that the language doesn't meet her expectations because it's one thing to
40 evaluate and another thing to do something about it. Mr. Baumgartner suggested to add the
41 language "to evaluate and mitigate to the extent possible". Mayor Bukkila said she could accept
42 that.
43
44 Councilmember Barthel agreed and added a suggestion to also state in the condition that the
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 13
1 parking lot is not to be used after 6:00 p.m.
2
3 Mr. Dickinson suggested saying that parking should be tied to daycare operation hours, since there
4 may be an event at the daycare that goes past 6:00 p.m.
6 Mayor Bukkila asked if making a change to the CUP would require an amendment, if someone
7 wanted to change the hours of operation or functions. Mr. Baumgartner said you would have to
8 request an amendment to the CUP.
9
10 Mayor Bukkila asked if the Council is interested in doing that by a majority. There was unanimous
11 consent.
12
13 Mayor Bukkila stated they are adding in Condition 7 which includes evaluating and mitigating
14 traffic concerns and an additional requirement to limit hours of operation to daycare hours,
15 anticipated to be between 6:00 a.m. and 6:00 p.m. She asked how the applicant feels, and they
16 shared it is fair.
17
18 Motion by Councilmember Butler, Seconded by Councilmember Nelson, to approve Resolution
19 No. R028-23 approving the Conditional Use Permit Amendment request for expansion of a
20 Religious Institution on the property at 13655 Round Lake Boulevard as amended. Motion carried
21 unanimously.
22
23 CONSIDER LOT SPLIT— 14034 CROSSTO WN BL VD. NW
24
25 The City Council is requested to consider the request of Thomas May to split the existing 1.31-
26 acre property at 14034 Crosstown Boulevard NW to create a new residential lot approximately
27 0.47 acres in size and maintain the existing dwelling on a lot approximately 0.84 acres in size. Mr.
28 Janish displayed a map of the subject site and reviewed the staff report with the Council. He
29 explained the property meets all City Code requirements for a lot split. A Public Hearing was held
30 at the Planning and Zoning Commission's March 14, 2023 meeting, where one resident expressed
31 some concerns, but the Planning Commission provided a recommendation to City Council at a 6-
32 0 vote, 1 absent.
33
34 Motion by Councilmember Barthel, Seconded by Councilmember Nelson, to approve Resolution
35 No. R029-23 approving the lot split request to subdivide into two parcels in the R-4 Single -Family
36 Urban Zoning District for the property located at 14034 Crosstown Boulevard NW, PID #33-32-
37 24-11-0006. Motion carried unanimously.
38
39 CONSIDER DEDICATION OF TRAIL EASEMENT —14034 CROSSTOWN BLVD. NW
40
41 The City Council is requested to consider the dedication of a trail easement. Mr. Janish displayed
42 a map of the subject site and reviewed the staff report with the Council. He explained that as part
43 of the lot split just approved, Mr. May was requested to provide a trail easement to the City.
44
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 14
1 Mayor Bukkila stated this ensures the ability to have access across the front of the property.
2
3 Motion by Councilmember Butler, Seconded by Councilmember Nelson to approve the Trail
4 Easement Agreement. Motion carried unanimously.
5
6 ADMINISTRATOR'S REPORT
7
8 City Staff updated the Council on the administration and city department activities, legislative
9 updates, updates on development/CIP projects, and meeting reminders/community events.
10
11 (Administrative Staff Report) Mr. Dickinson shared that past activities have involved dealing
12 with legislation at the State capital, covering a variety of topics including the Red Oaks
13 Neighborhood, legalization of cannabis, and road funding.
14
15 (Public Works/Engineering Department Report) Mr. Berkowitz shared updates about pothole
16 patching, stating that in order to report pothole issues, residents can go to the City's website under
17 "report a problem" and attaching a picture is helpful. The City wants to prioritize the deep ones
18 and is converting the snowplows back to being pothole fillers. He shared road restrictions are in
19 place, which can impact deliveries. Bid openings will be coming in this week for some construction
20 within the City.
21
22 (Community Development Department Report) Mr. Janish shared about the North Suburban
23 Home show that happened on March 11`h, where there were 100 booths of local businesses and
24 organizations. At the upcoming Planning and Zoning Commission meeting they will be discussing
25 a CUP to add cell antennas to water towers, and they will continue with CSPs including the one
26 that was discussed tonight.
27
28 MAYORICOUNCIL INPUT
29
30 Councilmember Nelson mentioned Andover residents have an opportunity to contact the US
31 Environmental Protection Agency about a 5 year review. If residents have any concerns or
32 questions, they can call 1-800-621-8431 until the end of April.
33
34 ADJOURNMENT
35
36 Motion by Councilmember Butler, Seconded by Councilmember Barthel, to adjourn. Motion
37 carried unanimously. The meeting adjourned at 9:04 p.m.
38
39 Respectfully submitted,
40 Kristina Haas, Recording Secretary
41
Regular Andover City Council Meeting
Minutes — March 21, 2023
Page 15
REGULAR ANDOVER CITY COUNCIL MEETING MINUTES — MARCH 21, 2023
TABLE OF CONTENTS
PLEDGEOF ALLEGIANCE.....................................................................................................
1
RESIDENTFORUM..................................................................................................................
1
AGENDAAPPROVAL..............................................................................................................
1
APPROVALOF MINUTES.......................................................................................................
1
CONSENTITEMS.....................................................................................................................
2
Item2 Approve Payment of Claims.....................................................................................
2
Item 3 Award Bid/22-43/Lift Station #1 Piping Improvement & Valve Vault Addition
(R024-23)..................................................................................................................
2
Item 4 Water Enterprise Fund Budget Adjustment/Well #6 Rehab .....................................
2
Item 5 Award Bid and Approve 2023 Code Enforcement Abatement/Mowing Contract...
2
Item 6 Accept Resignation of Park & Recreation Commissioner & Appoint Alternate......
2
Item 7 Approve Used Vehicle Sales Licenses.....................................................................
2
Item 8 Approve Resolution Authorizing Andover City Staff to Execute All Necessary
Documents to Ensure Andover City Participation in the Multistate Settlements Relating to
Opioid Supply Chain Participants, and in the Minnesota Opioids State -Subdivision
Memorandum of Agreement(R025-23).....................................................................................
2
Item 9 Approve Application for Exempt Permit..................................................................
2
Item 10 Receive February 2023 City Investment Reports .....................................................
2
Item 11 Approve Amendment to City Code Title 12-7-3 Fence Height (Ord. 550) ..............
2
ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ............................................
2
HOLD RESCHEDULED PUBLIC HEARING/ORDER PLANS & SPECS/23-11A
THROUGH 23-11L/23-15/PRAIRIE RD. NW & 23-16/ANDOVER BLVD. NW/2023
MILL & OVERLAY(R026-23).........................................................................................
3
PUBLIC HEARING/PRIVATE KENNEL LICENSE REQUEST/15570 POTAWATOMI ST.
NW......................................................................................................................................
7
CONSIDER VARIANCE REQUEST —17337 ROANOKE ST. NW; PID# 06-32-24-33-0016
— SAMANTHA HAUPERT & COLIN ANDERSON (APPLICANTS) Applicants
requested this item be removed........................................................................................... 8
CONSIDER A CONDITIONAL USE PERMIT AMENDMENT (CUP) —13655 ROUND
LAKE BOULEVARD; PID #34-32-24-42-0009 AND 33-32-24-42-0007 — BUSCH
ARCHITECTS (APPLICANT)(R028-23)......................................................................... 8
CONSIDER LOT SPLIT —14034 CROSSTOWN BLVD. NW (R029-23) ............................ 13
CONSIDER DEDICATION OF TRAIL EASEMENT —14034 CROSSTOWN BLVD. NW 13
ADMINISTRATOR'S REPORT.............................................................................................. 14
MAYOR/COUNCIL INPUT.................................................................................................... 14
ADJOURNMENT..................................................................................................................... 14
AN66Wa
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councihnembers
CC: Jim Dickinson, City Administrat
FROM: Lee Brezinka, Finance Manager
SUBJECT: Payment of Claims
DATE: March 21, 2023
INTRODUCTION
Attached are disbursement edit lists for claims related to the on-going business of the City of Andover.
DISCUSSION
Claims totaling $212,357.96 on disbursement edit list #1-5 from 03/20/2023 to 03/31/2023 have been issued
and released.
Claims totaling $81,716.64 on disbursement edit list #6 dated 04/04/2023 will be issued and released upon
approval.
BUDGET IMPACT
The edit lists consist of routine payments with expenses being charged to various department budgets and
projects.
The Andover City Council is requested to approve total claims in the amount of $294,074.60. Please note that
Council Meeting minutes will be used as documented approval.
Respectfully submitted,
Nv`lt
Lee Brezinka
Attachments: Check Proof Lists
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF ff(
Printed: 03/20/2023 - 2:06PM
Batch: 00420.03.2023
+ ND(}VER
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
Vendor: AndFire
Andover Firefighters Relief Association
Check Sequence: I
ACH Enabled: False
2023
Relief Pass Thm
2,000.00
03/202023
010142200-53490
Check Total:
Vendor: CompIntT Computer Integration Technologies Inc
346802 New San Purchase
Check Total:
Vendor: Ehlers Ehlers & Associates, Inc.
93714 GO Water Revenue Refund Bonds, Series 2016B
Vendor: KinectEG
356593/11171502
356593/11171508
Vendor: Menards
87491
87549
87549
87779
87818
87888
87949
88088
88138
88549
88609
88662
Check Total:
Kinect Energy Group
Community Center
Public Works
Check Total
Menards Inc
Misc. Supplies
Tools
Batteries & Basic Digital T-Stat
I SA 125V Locking Connector
Mise. Supplies
Mise. Supplies
Misc. Supplies
Misc. Supplies
Tools
Misc. Supplies
Misc. Supplies
Mise. Supplies
2,000.00
7,653.76
7,653.76
400.00
400.00
544.00
2,260.48
2,804.48
29.99
12.98
22.76
13.39
27.51
21.87
91.83
164.93
27.98
153.01
518.23
15.19
Check Sequence: 2
03/20/2023 418049300-65500
Check Sequence: 3
03/202023 5100-48100-63005
Check Sequence: 4
03/20/2023 2130-44000-62015
03/20/2023 010141930-62015
Check Sequence: 5
03/20/2023 0101-41920-61120
0320/2023 0101-41930-61205
03/202023 010141990-63105
03/20/2023 010141920-61120
03/20/2023 010141920-61120
03/20/2023 010145000-61020
0320/2023 510048100-61135
03/20/2023 010143100-61020
03/202023 0101-41930-61205
03/20/2023 510048100-61135
03/20/2023 0101-45000-61020
03/20/2023 5100-48100-61005
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/20/2023 - 2:06 PM) Page 1
Invoice No Description Amount Payment Date Acct Number Reference
88668
Toggle Bolts
6.98
03/20/2023
510048100-61005
88720
Misc. Supplies
151.70
03/20/2023
010143100-61020
88722
Misc. Supplies
25.86
03/20/2023
510048100-61005
88924
Saw Blades
36.74
03/20/2023
0101-45000-61205
89058
Misc. Supplies
20.46
03/20/2023
5100-48100-61150
89059
Misc. Supplies
281.50
03/20/2023
010145000-61020
89360
Misc. Supplies
41.53
03/20/2023
5100-48100-61120
89403
Misc. Supplies
14.35
03/20/2023
010141930-61120
89666
Misc. Supplies
32.59
03/20/2023
0101-41920-61120
89666
Misc. Supplies
30.00
03/20/2023
010141910-61120
89769
Misc. Supplies
30.92
03/20/2023
010141920-61120
90012
Ice Melt
25.98
0320/2023
010143200-61125
90116
Misc. Supplies
1.61
03/20/2023
010145000-61020
90128
Ice Melt & Paper Towels
40.97
03/20/2023
0101-43200-61125
Check Total:
1,840.86
Vendor: WalterRR
Walters Recycling & Refuse Inc
Check Sequence: 6
0006843839
03/23 Garbage & Recycling @ FS#1
70.52
03/20/2023
0101-41920-62020
0006843839
03/23 Garbage & Recycling @ FS#2
22.55
03/202023
0101-41920-62020
0006843839
03/23 Garbage & Recycling @ FSO
17.55
03/202023
010141920-62020
0006843839
03/23 Garbage & Recycling @ City Hall
99.45
03/202023
0101-41910-62020
6842735
03/23 Garbage Service @ Rental Properties
329.95
03/20/2023
452049300-62020
Check Total: 540.02
Total for Check Run: 15,239.12
Total of Number of Checks: 6
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/20/2023 - 2:06 PM) Page 2
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF
Printed: 03/21/2023 - 1 LOIAM
Batch: 00423.03.2023
NOF
DQL R
Invoice No
Description
Amount
Payment Date Acct Number Reference
Vendor: AnkCo03
Anoka Co
Check Sequence: 1 ACH Enabled: False
2023
Local Government Officals Meeting
52.00
03/22/2023 0101-41100-61310
Check Total:
52.00
Total for Check Ran:
52.00
Total of Number of Checks:
AP -Computer Check Proof List by Vendor (03/21/2023 - 11:01 AM) Page 1
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF
Printed: 03/23/2023 - 2:16PM
Batch: 00424.03.2023
Invoice No Description
Amount Payment Date Acct Number
?CNf)6'V9R#Lk
Reference
Vendor:
Aler[All
Alert -All Corp.
Check Sequence: 1
ACH Enabled:
False
W33290
Check Sequence: 6 ACH Enabled: False
Supplies for Fire Prevent/Education
2,319.75
03/24/2023
0101-42200-61060
03/24/2023 6100-48800-61020
Check Total:
62.04
Check Total:
2,319.75
Vendor: BrockWhi
Brock White Company, LLC
Vendor:
AndS2016
Andover Station 2016, LLC
Check Sequence: 2
ACH Enabled:
False
028410
20232nd Qtr OEA Estimate
5,484.78
03/24/2023
2110-46500-63010
Check Total:
5,484.78
Vendor:
AnkCo02
Anoka Co Property Tax Div
Check Sequence: 3
ACH Enabled:
False
2022
2022 Truth in Taxation
3,249.86
03/242023
0101-41410-63005
2022
2022 Special Assessment
3,533.16
03/242023
414049300-63005
2022
2022 TIF
942.32
03/242023
4501-49300-63005
Check Total:
7,725.34
Vendor:
ToyotaLi
Atlas Toyota -Lift of Minnesom
Check Sequence: 4
ACH Enabled:
False
W325941
CO Test on Unit #303
40.00
03/24/2023
6100-48800-63135
W325942
Oil Change for Unit 9303
145.65
03/24/2023
6100-48800-61115
Check Total:
185.65
Vendor:
BarrEngi
Baa Engineering Company
Check Sequence: 5
ACH Enabled:
False
23021203.00-4
PW Yard Water Qual Treatment
5,131.00
03/24/2023
4160-49300-63005
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 1
Check Total:
5,131.00
Vendor: BlainBro
Blaine Brothers Inc.
Check Sequence: 6 ACH Enabled: False
010004365487
Fiberglass Pole for Car Wash
62.04
03/24/2023 6100-48800-61020
Check Total:
62.04
Vendor: BrockWhi
Brock White Company, LLC
Check Sequence: 7 ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 1
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
15808483-00
Euclid Eucorepair V100
2,337.92
03/24/2023
5300-48300-61145
Check Total:
2,337.92
Vendor: CDW
CDW Govermarent, Inc.
Check Sequence: 8
ACH Enabled:
False
HG83625
Stanech GB Enet Fiber Media Conv LC
154.30
0324/2023
0101-41420-61225
H302585
Tripp 3M Fib 62.5/125 LC/ST MM Omg
28.82
03/24/2023
0101-41420-61225
Check Total:
183.12
Vendor: CimasGK
Cintas Corp
Check Sequence: 9
ACH Enabled:
False
4149065318
Floor Mat Rental
46.62
03/24/2023
0101-41910-62200
4149738697
Uniform Cleaning & Shop Towels
160.11
03/24/2023
610048800-61020
4149738795
Uniform Cleaning
316.53
03/24/2023
0101-43100-61020
4149738795
Uniform Cleaning
45.24
03/24/2023
0101-43300-61020
4149738795
Uniform Cleaning
180.81
03/24/2023
0101-45000-61020
4149738795
Uniform Cleaning
45.24
03/24/2023
5100-48100-61020
4149738795
Uniform Cleaning
90.41
03/24/2023
5200-48200-61020
Check Total:
884.96
Vendor: CintasCo
Cintas Corporation
Check Sequence: 10
ACH Enabled:
False
5150042676
Service First Aid Cabinet
38.18
0324/2023
2130-44000-61020
Check Total:
38.18
Vendor: Colonial
Colonial Life & Accident
Check Sequence: 11
ACH Enabled:
False
71567060401880
April 2023 Premium - E7156706
78.75
0324/2023
0101-00000-21210
Check Total:
78.75
Vendor: CoonRapi
City of Coon Rapids
Check Sequence: 12
ACH Enabled:
False
13925
Traffic Signal - Crosstown & 133rd
34.81
0324/2023
010143400-62005
13925
Traffic Signal - Hanson & 133rd
27.03
03/24/2023
0101-43400-62005
Check Total:
61.84
Vendor: Cotten
Cotten', Inc
Check Sequence: 13
ACH Enabled:
False
592387
Bulbs
95.43
0324/2023
6100-48800-61115
Check Total:
95.43
Vendor: CountSSv
Country Side Services of MN, Inc
Check Sequence: 14
ACH Enabled:
False
1-111123
Pans for Unit #18-518
102.00
03/24/2023
6100-48800-61115
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 2
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 3
Check Total:
102.00
Vendor:
DehnOil
Dehn Oil Company
Check Sequence: 15
ACH Enabled: False
97552
Diesel Fuel
7,210.00
03/24/2023
6100-48800-61050
Check Total:
7,210.00
Vendor:
Dickin3a
James Dickinson
Check Sequence: 16
ACH Enabled: False
2023
2023 Medical Flex Account
760.18
03/24/2023
0101-00000-21211
Check Total:
760.18
Vendor:
Divisi 16
Division 16 Electric, LLC
Check Sequence: 17
ACH Enabled: False
7311
Change Out LED Drive
115.00
03/24/2023
2130-44400-63105
7313
Rink Rafter Receptacles
911.52
03/24/2023
2130-44300-63105
7315
Wire (2) Wet Well Exhaust Fans @ WTP
480.00
0324/2023
5100-48100-63105
Check Total:
1,506.52
Vendor:
ECM
ECM Publishers, Inc.
Check Sequence: 18
ACH Enabled: False
937453
Monthly Recycling Program
265.00
0324/2023
0101-46000-63025
938084
2023 Mill & Overlay - Gray Oaks
137.14
03/24/2023
4140-49300-63025
938084
2023 Mill & Overlay - Prairie Road
137.13
03/24/2023
4140-49300-63025
938084
2023 Mill & Overlay - Andover Blvd
137.13
03/24/2023
4140-49300-63025
938085
AT&T @ Tower #2
72.60
03/24/2023
7200-00000-24214
Check Total:
749.00
Vendor:
FletPrid
FleetPride Truck & Trailer Parts
Check Sequence: 19
ACH Enabled: False
RSV019318
Rear Assembly for Unit#204
4,676.79
03/24/2023
610048800-61115
Check Total:
4,676.79
Vendor:
Hawkins2
Hawkins Inc
Check Sequence: 20
ACH Enabled: False
6421449
Chemicals for Water Treatment Plant
3,639.23
03/24/2023
5100-48100-61040
Check Total:
3,639.23
Vendor:
HenSchei
Henry Schein, Inc.
Check Sequence: 21
ACH Enabled: False
22225605
Refund Essentials Vinyl Blue Gloves
-10.80
0324/2023
010142200-61020
22225606
Refund Freight
4.12
0324/2023
010142200-61020
34921770
Essential Vinyl Blue Gloves
14.92
03/24/2023
010142200-61020
35106849
Essential Vinyl Blue Gloves
14.92
03/24/2023
0101-42200-61020
35383479
G3 Responder Pack Red EPO Mat
289.52
03/24/2023
010142200-61020
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 3
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 4
Check Total:
304.44
Vendor: HowiesHo
Howies Hockey Tape
Check Sequence: 22
ACH Enabled:
False
IN V000166847
Resale Items for Pro Shop
614.67
03/24/2023
2130-44200-61245
Check Total:
614.67
Vendor: HydroKle
Hydro Klean
Check Sequence: 23
ACH Enabled:
False
081494B
Traffice Control for Cleaning & Televising
2,750.00
03/24/2023
2510-46500-63010
Check Total:
2,750.00
Vendor: IngerRan
Ingersoll Rand Company
Check Sequence: 24
ACH Enabled:
False
31031833
Element Filter F -Line & Belt @ WTP
744.10
03/24/2023
5100-48100-63105
Check Total:
744.10
Vendor: InterBat
Interstate All Battery Center
Check Sequence: 25
ACH Enabled:
False
1901201010553
Battery
31.49
03/24/2023
510048100-61120
1901201010559
Batteries for Unit #4800
455.90
0324/2023
610048800-61115
1901202008986
Battery
27.15
03/24/2023
5100-48100-61005
Check Total:
514.54
Vendor: KraabeBr
Brian Kraabel
Check Sequence: 26
ACH Enabled:
False
March 2023
March 2023 Medical Reimbursement
164.90
03/24/2023
7100-00000-21218
Check Total:
164.90
Vendor: LanoEqui
Lane Equipment, Inc.
Check Sequence: 27
ACH Enabled:
False
02-981448
Parts to Repair Unit#120
3,528.29
0324/2023
6100-48800-61115
02-981448
Labor to Repair Unit #120
1,260.00
0324/2023
6100-48800-63135
Check Total:
4,788.29
Vendor: LDMEIect
LDM Electric
Check Sequence: 28
ACH Enabled:
False
2023-00085
Refund- Duplicate Permit
152.00
03/24/2023
0101-42300-52230
2023-00087
Refund - Duplicate Permit
152.00
03/24/2023
0101-42300-52230
2023-00264
Refund- Duplicate Permit
152.00
03/242023
0101-42300-52230
Check Total:
456.00
Vendor: LeagueMN
League of Minnesota Cities
Check Sequence: 29
ACH Enabled:
False
378407
MN Cities Stormwater Coalition
1,340.00
03/24/2023
5300-48300-61320
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 4
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM)
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
Page 5
Check Total:
1,340.00
Vendor:
LittleFa
Little Falls Machine, Inc.
Check Sequence: 30
367740
Misc. Stock
438.32
03/24/2023
6100-48800-61115
Check Total:
438.32
Vendor:
MadNatlL
Madison National Life Ins Co, Inc
Check Sequence: 31
1548922/026986
April 2023 LTD Premium
907.20
03/24/2023
0101-00000-21216
Check Total:
907.20
Vendor:
MaileEnt
Maile Enterprises, Inc.
Check Sequence: 32
4' Red Hydrant Markers W/Full Insert & Logo
980.92
03/24/2023
5100-48100-61110
Check Total:
980.92
Vendor:
MailSolu
Mailing Solutions
Check Sequence: 33
38731
Deliver Newsletter to Post Office
280.32
03/24/2023
0101-41210-61405
Check Total:
280.32
Vendor:
MatMacYo
Mattson Macdonald Young Inc.
Check Sequence: 34
23016.00-1
Kelsey Round Lake Park Boardwalk
1,650.00
03/24/2023
2510-46500-63005
Check Total:
1,650.00
Vendor:
Menards
Menards Inc
Check Sequence: 35
87173
Misc. Supplies
58.16
03/24/2023
010142200-61020
87705
Spring Water
41.76
03/24/2023
0101-42200-61020
88500
Misc. Supplies
440.46
03/24/2023
2130-44300-61020
89122
Standard Duty Tarp
71.92
03/24/2023
010142200-61020
89783
Misc. Supplies
72.89
03/24/2023
2130-44300-61020
89831
4 Cycle Premix
95.92
03/24/2023
010142200-61020
90183
Misc. Supplies
323.75
03/24/2023
0101-45000-61020
90187
Hydroflex Hose
44.99
03/24/2023
0101-41930-61205
90238
Misc. Supplies
314.60
03/24/2023
010145000-61020
90304
lee Melt
51.96
03/24/2023
0101-43200-61125
90304
Misc. Supplies
66.14
03/24/2023
0101-43100-61020
90427
Misc. Supplies
56.62
03/24/2023
610048800-61020
90564
Misc. Supplies
16.98
03/24/2023
0101-45000-61020
90606
Flex Tape & Rechargeable Head Lamp
34.86
03/24/2023
5200-48200-61005
90608
Misc. Supplies
170.92
03/24/2023
0101-45000-61020
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM)
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
Page 5
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
90660
Microwave
118.00
03/24/2023
0101-41930-61120
90827
Misc. Supplies
64.36
03/24/2023
0101-45000-61020
90831
Accucolor Caulk Sanded
22.47
03/24/2023
0101-45000-61020
90901
Chahrail
34.98
03/24/2023
0101-41910-61020
Check Total:
2,101.74
Vendor: MNDOH
Minnesota Department of Health
Check Sequence: 36
ACH Enabled:
False
2023 Street Reconstruction
150.00
03/24/2023
4703-49300-63010
Check Total:
150.00
Vendor: MNDOH
Minnesota Department of Health
Check Sequence: 37
ACH Enabled:
False
11207
Water Supply System Operator - S. Weinhold
23.00
03/24/2023
5100-48100-61320
Check Total:
23.00
Vendor: MNEquipn
Minnesota Equipment
Check Sequence: 38
ACH Enabled:
False
P90928
Wiper Motor, Bracket Latch for Unit #09-589
895.52
03/24/2023
6100-48800-61115
Check Total:
895.52
Vendor: MNLifeIn
Minnesota Life Insurance Company
Check Sequence: 39
ACH Enabled:
False
0034706/653893
April 2023 Premium
20.00
03/24/2023
0101-42200-60330
0034706/653893
April 2023 Premium
46.86
03/24/2023
0101-00000-21205
0034706/653893
April 2023 Premium
259.82
03/24/2023
7100-00000-21218
0034706/653893
April 2023 Premium
2,006.55
03/24/2023
0101-00000-21205
Check Total:
2,333.23
Vendor: MNPCA
Minnesota Pollution Control Agency
Check Sequence: 40
ACH Enabled:
False
20203 Street Reconstruction
310.00
03/24/2023
4703-49300-63010
Check Total:
310.00
Vendor: MNRWA
Minnesota Rural Water Assoc
Check Sequence: 41
ACH Enabled:
False
11/22 - 10/23
Membership Dues 2022 - 2023
400.00
0324/2023
5100-48100-61320
Check Total:
400.00
Vendor: MRCutEdg
MR Cutting Edge
Check Sequence: 42
ACH Enabled:
False
5348
Ice Scraper Blade Sharpen
82.00
03/24/2023
2130-44300-61020
Check Total:
82.00
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PK
Page 6
Invoice No Description Amount Payment Date Acct Number Reference
Vendor: MTIDist
MTI Distributing Inc
Check Sequence: 43
ACH Enabled: False
1377566-00
Filters for Stock
54.29
03/24/2023
6100-48800-61115
Check Total:
54.29
Vendor: NCPERS
NCPERS Group Life Ins
Check Sequence: 44
ACH Enabled: False
312000042023
April 2023 Premium
176.00
03/24/2023
0101-00000-21205
312000042023
April 2023 Premium
16.00
03/24/2023
7100-00000-21218
Check Total: -
192.00
Vendor: NoStSign
North Star Signs & Engraving
Check Sequence: 45
ACH Enabled: False
25564
Name Plate Parks Comm Liza Shafto
27.50
03/24/2023
0101-45000-61005
Check Total:
27.50
Vendor: ODP Bus
ODP Business Solutions, LLC
Check Sequence: 46
ACH Enabled: False
301335435001
PW Office Depot Supplies
8.33
03/24/2023
OI01-43100-61005
301335435001
PW Office Depot Supplies
5.55
03/24/2023
0101-43200-61005
301335435001
PW Office Depot Supplies
19.44
0324/2023
010145000-61005
301335435001
PW Office Depot Supplies
3.89
03/24/2023
010146000-61005
301335435001
PW Office Depot Supplies
13.89
0324/2023
5100-48100-61005
301335435001
PW Office Depot Supplies
26.67
03/24/2023
5200-48200-61005
Check Total:
77.77
Vendor: ORciAuto
O'Reilly Auto Parts
Check Sequence: 47
ACH Enabled: False
3253-314193
Air, Oil, Hydra Filters & Fuel/Water Sep
293.80
03/24/2023
6100-48800-61115
3253-314222
Radiator Caps
14.10
03/24/2023
6100-48800-61115
3253-314242
Coolant Cap
6.37
03/24/2023
6100-48800-61020
3253-314300
Coolant Cap for Unit #171
6.37
03/24/2023
610048800-61115
3253-314707
Oil & Air Filters for Stock
28.84
03/24/2023
610048800-61115
3253-314707
Copper Plugs
12.20
03/24/2023
610048800-61020
3253-314708
Air Filter for Stock
20.74
03/24/2023
6100-48800-61115
3253-314764
Filter for Stock and Unit #18-172
271.05
03/242023
6100-48800-61115
3253-314768
Air Filter
16.13
03/24/2023
6100-48800-61115
3253-314768
Spark Plugs
5.92
03/24/2023
6100-48800-61020
3253-315225
Air Filter for Unit 418-172
107.23
03/24/2023
6100-48800-61115
Check Total:
782.75
Vendor: PaccAnal
Pace Analytical Services, LLC
Check Sequence: 48
ACH Enabled: False
23100407648
Biological Water Treatment Study
853.00
03242023
510048100-63005
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PK Page 7
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
Check Total:
853.00
Vendor: Phmkett
Plunkett's Pest Control, Inc.
Check Sequence: 49
ACH Enabled:
False
7936534
Pest Control @ Fire Station #1
129.79
03/24/2023
0101-41920-63010
7936558
Pest Control @ Fire Station #3
129.79
03/24/2023
0101-41920-63010
7936849
Pest Control @ Fire Station #2
129.79
03/24/2023
0101-41920-63010
Check Total:
389.37
Vendor: RiordanK
Krystal Riordan
Check Sequence: 50
ACH Enabled:
False
1021
NIC Certified Sign Language - Variance Request
180.00
03/24/2023
010149100-63005
Check Total:
180.00
Vendor: RochConc
Rochester Concrete Products LLC
Check Sequence: 51
ACH Enabled:
False
292003
Retaining Wall @ Well #7
7,911.20
03/24/2023
5100-48100-63105
Check Total:
7,911.20
Vendor: SATELL
Satellite Shelters, Inc.
Check Sequence: 52
ACH Enabled:
False
INV648300
Trailer Rental @ Hawkridge Park
500.00
03/24/2023
0101-45000-62200
Check Total:
500.00
Vendor: SherwinW
Sherwin Williams Co.
Check Sequence: 53
ACH Enabled:
False
6765-5
Paint
69.31
03/24/2023
0101-45000-61105
Check Total:
69.31
Vendor: SkylSalt
Skyline Salt Solutions
Check Sequence: 54
ACH Enabled:
False
2410
Treated Bulk Salt
2,734.42
03/24/2023
0101-43200-61125
Check Total:
2,734.42
Vendor: SmithSep
Smith Septic & Excavating LLC
Check Sequence: 55
ACH Enabled:
False
2023-00551
Refund Permit - Written in Error
91.00
03/24/2023
0101132300-52200
Check Total:
91.00
Vendor: SOTACIea
SOTA Clean LLC
Check Sequence: 56
ACH Enabled:
False
1210
Monthly Cleaning Service
1,548.37
03/24/2023
0101-41910-63010
1210
Monthly Cleaning Service
1,284.01
03/24/2023
0101-41930-63010
1210
Monthly Cleaning Service
566.47
03/24/2023
0101-41920-63010
1210
Monthly Cleaning Service
377.65
03/24/2023
6100-48800-63010
AP-Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM)
Page 8
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 9
Check Total:
3,776.50
Vendor: StarTri2
StarTribune
Check Sequence: 57
ACH Enabled:
False
2029003
03/31/23-03/29/24 Weekly Newspaper
236.50
03/24/2023
0101-41910-61020
Check Total:
236.50
Vendor: SuperVis
Superior Vision Insurance
Check Sequence: 58
ACH Enabled:
False
000719117
April 2023 Premium
157.46
03/24/2023
0101-00000-21222
000719117
April 2023 Premium
10.93
03/24/2023
7100-00000-21218
Check Total:
168.39
Vendor: TahoSpl
Taho Sportswear, Inc.
Check Sequence: 59
ACH Enabled:
False
23TS0849
Performance Tees for Indoor Soccer
1,128.00
03/24/2023
2130-44400-61055
Check Total:
1,128.00
Vendor: Timesave
Timesaver
Check Sequence: 60
ACH Enabled:
False
M28049
City Council Meeting
431.25
0324/2023
0101-41100-63005
Check Total
431.25
Vendor: TotMechS
Total Mechanical Services, Inc
Check Sequence: 61
ACH Enabled:
False
56183
Repair Chiller Low Level
2,685.00
03/24/2023
2130-44300-63105
Check Total:
2,685.00
Vendor: UhlCompa
Uhl Company
Check Sequence: 62
ACH Enabled:
False
51086
Furnace on Mezzanine Not Heating
505.56
03/24/2023
0101-41930-63105
71377
Fire Station #3 Furnace
7,047.00
03/24/2023
4160-49300-63105
Check Total:
7,552.56
Vendor: Uline
Uline
Check Sequence: 63
ACH Enabled:
False
160826165
Safety Tape & Camo Mechanixwear Gloves
376.74
03/24/2023
2130-44400-61020
Check Total:
376.74
Vendor: UnigPavi
Unique Paving Materials Cc
Check Sequence: 64
ACH Enabled:
False
72410
Winter Cold Mix
298.80
03/242023
0101-43200-61105
72556
Winter Cold Mix
166.00
03/24/2023
0101-43200-61105
72573
Winter Cold Patch
418.32
03242023
0101-43200-61105
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 9
Invoice No Description Amount Payment Date Acct Number Reference
Check Total: 3,394.70
Total for Check Run: 99,957.04
Total of Number of Checks: 65
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 10
Check Total:
883.12
Vendor: Verizon
Verizon Wireless
Check Sequence: 65
9929981515
Monthly Cell Phone
Service
62.54
03/24/2023
0101-41200-62030
9929981515
Monthly Cell Phone
Service
162.30
03/24/2023
0101-42300-62030
9929981515
Monthly Cell Phone
Service
212.95
03/24/2023
2130-44000-62030
9929981515
Monthly Cell Phone
Service
31.08
0324/2023
0101-41500-62030
9929981515
Monthly Cell Phone
Service
346.29
03/242023
0101-41600-62030
9929981515
Monthly Cell Phone
Service
57.54
0324/2023
010141400-62030
9929981515
Monthly Cell Phone
Service
833.27
03/24/2023
010142200-62030
9929981515
Monthly Cell Phone
Service
88.35
03/24/2023
010141420-62030
9929981515
Monthly Cell Phone
Service
491.03
03/24/2023
010145000-62030
9929981515
Monthly Cell Phone
Service
165.81
03/242023
520048200-62030
9929981515
Monthly Cell Phone
Service
81.15
03/24/2023
010143300-62030
9929981515
Monthly Cell Phone
Service
374.67
03/24/2023
010143100-62030
9929981515
Monthly Cell Phone
Service
130.67
03/24/2023
610048800-62030
9929981515
Monthly Cell Phone
Service
310.91
03/24/2023
510048100-62030
9929981515
Monthly Cell Phone
Service
46.14
0324/2023
010141910-62030
Check Total: 3,394.70
Total for Check Run: 99,957.04
Total of Number of Checks: 65
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/23/2023 - 2:16 PM) Page 10
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF —(7
Printed: 03/29/2023 - 12:25PM
Batch: 00427.03.2023
Invoice No Description Amount Payment Date Acct Number
Vendor: AnkCo02 Anoka Co Property Tax Div Check Sequence: 1
083224330036 Fire Station #2 69.14 03/31/2023 0101-41920-62020
133224320007 Fire Station #3 155.54 03/31/2023 0101-41920-62020
223224340085 Well House 53.24 03/31/2023 510048100-62020
223224410003 Community Center 545.16 03/31/2023 2130-44000-62020
223224410006 City Hall 545.16 03/31/2023 0101-01910-62020
223224420003 Water Treatment Plant 545.16 03/31/2023 5100-48100-62020
223224420008 Warming House 53.24 03/31/2023 0101-45000-62020
223224420014 Vehicle Maintenance 545.16 03/31/2023 6100-48800-62020
223224420015 Public Works 545.16 03/31/2023 0101-41930-62020
223224430002 Sunshine 172.86 03/31/2023 0101-45000-62020
243224320056 Park Fields of Winslow Cove 182.04 03/31/2023 0101-45000-62020
253224220011 Prairie Knoll 53.24 03/31/2023 0101-45000-62020
293224420006 RLB Parcel 135.10 03/31/2023 4501-49300-62035
323224120072 Rose Park 53.24 03/31/2023 0101-45000-62020
323224130044 Water Tower #1 53.24 03/31/2023 510048100-62020
333224130011 2607 Bunker Lake Blvd NW 4,642.22 03/31/2023 452049300-62035
333224130043 2621 Bunker Lake Blvd NW 4,462.02 03/31/2023 452049300-62035
333224140010 2503138th Ave NW 3,946.64 03/31/2023 4520-49300-62035
333224140014 2557 Bunker Lake Blvd NW - 752.52 03/31/2023 4520-49300-62035
333224140015 2543 Bunker Lake Blvd NW 4,560.16 03/312023 4520-49300-62035
333224140016 2527 Bunker Lake Blvd NW 5,636.10 03/31/2023 4520-49300-62035
333224140017 2513 Bunker Lake Blvd NW 3,584.44 03/31/2023 4520-49300-62035
333224140022 2526138th Ave NW 752.52 03/31/2023 452049300-62035
333224140023 2542138th Ave NW 5,607.06 03/31/2023 4520-49300-62035
333224140024 2556138th Ave NW 4,836.60 03/31/2023 4520-49300-62035
333224140038 Fire Station#1 155.54 03/31/2023 010141920-62020
343224120004 Andover Station North 53.24 03/31/2023 0101-45000-62020
353224130058 Well House 53.24 03/31/2023 510048100-62020
Check Total: 42,748.98
Reference
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/29/2023 - 12:25 PM) Page I
Invoice No Description
Total for Check Run:
Total of Number of Checks:
Amount Payment Date Acct Number
42,748.98
Reference
AP -Computer Check Proof List by Vendor (03/29/2023 - 12:25 PK Page 2
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF
Printed: 03/30/2023 - 3:24PM
Batch: 00428.03.2023
Invoice No Description
9 Nf)6WR
Amount Payment Date Acct Number Reference
Vendor: AFLAC
AFLAC
Check Sequence: 1
ACH Enabled: False
284581
March 2023 Premium
662.22
03/31/2023
0101-00000-21209
Check Total:
662.22
Vendor: AmazonBu
Amazon Capital Services
Check Sequence: 2
ACH Enabled: False
IJMR-YLFX-3YVR
Wali Duel Monitor Stanbd for Bldg Dept
33.99
03/31/2023
0101-42300-61020
1KTW-X6N3-IVYW
Whone 12 Chargers
96.91
03/31/2023
0101-41420-61225
1Q74-74H7-IJGC
Multi -Purpose Sprayers W/Foaming&Nozzles
162.37
03/31/2023
6100-48800-61020
Check Total:
293.27
Vendor: BlainBro
Blaine Brothers Inc.
Check Sequence: 3
ACH Enabled: False
010004365819
Parts for Unit#206
36.06
03/31/2023
610048800-61115
Check Total:
36.06
Vendor: Cap -Frac
Capital One Trade Credit - Frattallone's
Check Sequence: 4
ACH Enabled: False
B12495
Adapter Terminal& Locknut Conduit
3.98
03/31/2023
0101-45000-61020
B13299
Magnetic Nut Driver Set
16.99
03/31/2023
0101-42200-61005
B13427
Fasteners
3.36
03/31/2023
010142200-61020
B14609
Fasteners
27.51
03/31/2023
6100-48800-61115
B15244
Spray Paint in Ex Glo Black
13.98
03/31/2023
510048100-61005
815336
Fasteners & Connector Flex Box Zinc
13.77
03/31/2023
0101-45000-61020
Check Total:
79.59
Vendor: CarrTree
Carr's Tree Service
Check Sequence: 5
ACH Enabled: False
29547 SC
14680 University - Remove 3 Trees
1,925.00
03/31/2023
010143100-63010
Check Total:
1,925.00
Vendor: CentColl
Century College
Check Sequence: 6
ACH Enabled: False
00767790
3 - Fire Officer Books
315.00
03/31/2023
0101-42200-61315
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 1
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
Check Total:
315.00
Vendor: CintasGK
Cintas Corp
Check Sequence: 7
ACH Enabled:
False
4150435157
Uniform Cleaning & Shop Towels
111.64
03/31/2023
6100-48800-61020
4150435173
Floor Mat Rental
44.44
03/31/2023
010141930-62200
4150435368
Uniform Cleaning
168.53
03/31/2023
010143100-61020
4150435368
Uniform Cleaning
24.09
03/31/2023
010143300-61020
4150435368
Uniform Cleaning
96.28
03/31/2023
010145000-61020
4150435368
Uniform Cleaning
24.08
03/31/2023
510048100-61020
4150435368
Uniform Cleaning -
48.14
03/31/2023
520048200-61020
Check Total:
517.20
Vendor: DickinJa
James Dickinson
Check Sequence: 8
ACH Enabled:
False
2023
2023 Medical Flex Account
39.82
03/312023
0101-00000-21211
Check Total:
39.82
Vendor: Divisil6
Division 16 Electric, LLC
Check Sequence: 9
ACH Enabled:
False
7312
Swap Out Power Pack & OCC Sensor
463.77
03/31/2023
2130-44400-63105
7314
Add Night Lights in Electric/Storage Room
172.50
03/312023
2130-44400-63105
7348
Troubleshoot & Repair Garage Doors
475.77
03/31/2023
010141960-63105
Check Total:
1,112.04
Vendor: ECM
ECM Publishers, Inc.
Check Sequence: 10
ACH Enabled:
False
938900
Community Center Business Cards
88.00
03/31/2023
2130-44000-61020
Check Total:
88.00
Vendor: EISysSol
Electric Systems Solutions
Check Sequence: l l
ACH Enabled:
False
8362
Repair Siren @ 161 at Ave & Crosstown Blvd
628.25
03/31/2023
0101-42400-63100
Check Total:
628.25
Vendor: EnvEquip
Environmental Equipment
Check Sequence: 12
ACH Enabled:
False
22801
Liner Suction Nozzle for Units #171 & #18-171
225.31
03/31/2023
6100-48800-61115
Check Total:
225.31
Vendor: FTProduc
F & T Products
Check Sequence: 13
ACH Enabled:
False
Uniforms
252.00
03/31/2023
010142200-61305
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 2
Invoice No Description Amount Payment Date Acct Number Reference
252.00
Check Total:
Check Total:
Vendor:
FirArriv
First Arriving, LLC
1605
1 X 12 - 10'& Post Mount Jumbo Steel
First Arriving Digital Dashboards License Renev
Misc. Supplies
91309
Check Total:
Vendor:
InnovOff
Innovative Office Solutions, LLC
IN4132552
Paper Towel/Liners/Sanitizer & Freshener
IN4136848
Fresh Clip Freshener
Check Total:
Vendor:
JaytechW
Jaytech Water Solutions
225712
03/31/2023
Contract for Monthly Service
Check Total:
Vendor:
JEFFER
Jefferson Fire & Safety In
IN301035
1,500.96
Streamlight Vantage 11 Fire Helmet Light
Check Total:
Vendor:
JRAdvanc
JR's Advanced Recyclers
109679
False
Recycled Appliances, Elecnontics & Bulbs
109680
2130-44300-63010
Recycled Appliances & Elecnontics
109713
500.70
Recycled Electrontics
Check Total:
Vendor:
MacgEmer
Macqueen Emergency Group
P13254
False
Cairns G' Leather
P13453
0101-42200-61020
FH Calms Red & White
P48284
101.85
Bolts for Unit #525
252.00
Check Total:
Vendor: Menards
Menards Inc
90931
Misc. Supplies
90997
1 X 12 - 10'& Post Mount Jumbo Steel
91066
Misc. Supplies
91309
Spring Water & 50:1 Fuel Premix
252.00
Check Sequence: 14
ACH Enabled:
False
1,727.92
03/31/2023
0101-42200-62305
1,727.92
Check Sequence: 15
ACH Enabled:
False
1,375.52
03/31/2023
2130-44000-61020
125.44
03/31/2023
2130-44000-61020
1,500.96
Check Sequence: 16
ACH Enabled:
False
500.70
03/31/2023
2130-44300-63010
500.70
Check Sequence: 17
ACH Enabled:
False
101.85
03/31/2023
0101-42200-61020
101.85
Check Sequence: 18
ACH Enabled:
False
150.00
03/31/2023
0101-46000-63010
40.00
03/31/2023
0101-46000-63010
375.00
03/31/2023
0101-46000-63010
565.00
Check Sequence: 19
ACH Enabled:
False
188.70
03/31/2023
0101-42200-61305
1,608.65
03/31/2023
0101-42200-61305
140.57
03/31/2023
6100-48800-61115
1,937.92
Check Sequence: 20
ACH Enabled:
False
588.19
03/31/2023
0101-43200-61020
178.95
03/31/2023
0101-43200-61105
26.58
03/31/2023
0101-45000-61020
103.26
03/31/2023
0101-42200-61020
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 3
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 4
Check Total:
896.98
Vendor: MelCounW
Metro Council Wastewater
Check Sequence: 21
ACH Enabled: False
0001154263
Industrial Capacity Charge
1,623.89
03/31/2023
5100-48100-62010
Check Total:
1,623.89
Vendor: MTIDist
MTI Distributing Inc
Check Sequence: 22
ACH Enabled: False
1378457-00
V -Belt, Deck for Unit #12-584
156.03
03/31/2023
6100-48800-61115
1378470-00
Bushings for Unit #12-584
33.76
03/31/2023
610048800-61115
Check Total:
189.79
Vendor: OccDevCt
Occupational Development Center, Inc.
Check Sequence: 23
ACH Enabled: False
S111078
Wood Stakes & Wood Lath
312.90
03/31/2023
0101-41600-61005
S111078
2023 Street Reonestmction Stakes
200.00
03/31/2023
4703-49300-61005
5111078
161 st Ave & Tulip St. Reconstruction Stakes
100.00
03/31/2023
414049300-61005
Check Total:
612.90
Vendor: ODP Bus
ODP Business Solutions, LLC
Check Sequence: 24
ACH Enabled: False
302087050001
Office Supplies
32.99
03/31/2023
010141300-61005
302087050001
CH Office Supplies
4.05
03/31/2023
0101-42300-61005
302087050001
CH Office Supplies
3.24
03/31/2023
010141500-61005
302087050001
CH Office Supplies
2.43
03/31/2023
010141600-61005
302087050001
CH Office Supplies
1.62
03/31/2023
010141230-61005
302087050001
CH Office Supplies
0.81
03/31/2023
010141300-61005
302087050001
CH Office Supplies
1.62
03/31/2023
010141400-61005
302087050001
CH Office Supplies
2.43
03/31/2023
010141200-61005
302089013001
CH Office Supplies
12.82
03/31/2023
0101-42300-61005
302089013001
CH Office Supplies
10.26
03/31/2023
0101-41500-61005
302089013001
CH Office Supplies
7.69
03/31/2023
010141600-61005
302089013001
CH Office Supplies
5.13
03/31/2023
010141230-61005
302089013001
CH Office Supplies
2.57
03/31/2023
010141300-61005
302089013001
CH Office Supplies
5.13
03/31/2023
010141400-61005
302089013001
CH Office Supplies
7.69
03/31/2023
010141200-61005
Check Total:
100.48
Vendor: OPUS21
OPUS 21
Check Sequence: 25
ACH Enabled: False
230206
February 2023 Utility Billing
1,958.89
03/31/2023
510048100-63010
230206
February 2023 Utility Billing
2,194.06
03/31/2023
520048200-63010
230206
February 2023 Utility Billing
2,134.72
03/31/2023
010143600-63010
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 4
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
230206
February 2023 Utility Billing
3,066.63
03/31/2023
5300-48300-63010
Check Total:
9,354.30
Vendor: OReiAuto
O'Reilly Auto Parts
Check Sequence: 26
ACH Enabled:
False
3253-314929
Returned Radiator Caps
-14.10
03/31/2023
6100-48800-61115
3253-315775
Molding Tape
7.21
03/3112023
610OA8800-61020
3253-315784
Oil Filter
50.27
03/31/2023
6100-48800-61115
3253-315825
Oil & Air Filters
48.50
03/31/2023
6100-48800-61115
3253-315829
Cabin Filters for Unit #22-514
62.67
03/31/2023
6100-48800-61115
3253-315860
Hydra &Fuel Filters
168.21
03/31/2023
6100-48800-61115
3253-315992
Copper Plug & Air Filter for Unit #611
13.55
03/31/2023
6100-48800-61115
Check Total:
336.31
Vendor: Proforma
Proforma Marketing Incentives
Check Sequence: 27
ACH Enabled:
False
BB29003334A
Fleece Jackets
205.92
03/31/2023
0101-41200-61020
Check Total:
205.92
Vendor: RDOEquip
RDO Equipment
Check Sequence: 28
ACH Enabled:
False
P1006503
Hose for Unit #20-124
98.57
03/31/2023
6100-48800-61115
Check Total:
98.57
Vendor: RccAssoc
Recycling Association of MN
Check Sequence: 29
ACH Enabled:
False
511963
Registration for Conference
315.00
03/31/2023
010146000-61315
Check Total:
315.00
Vendor: SafeFast
Safe -Fast, Inc.
Check Sequence: 30
ACH Enabled:
False
INV273631
Rain Jackets & Pants
157.90
03/31/2023
0101-43100-61020
INV273631
Rain Jackets & Pants
78.95
03/31/2023
5300-48300-61005
Check Total:
236.85
Vendor: SafetyKI
Safety-Kleen
Check Sequence: 31
ACH Enabled:
False
91233042
30G Parts Washer Service - Solvent
351.03
03/31/2023
6100-48800-63010
Check Total:
351.03
Vendor: ServSupp
Server Supply
Check Sequence: 32
ACH Enabled:
False
4045903
Switch Module Upgrade for New San
1,460.20
03/31/2023
4180-49300-61225
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 5
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
Check Total:
1,460.20
Vendor: SnapOn
Snap-On Industrial
Check Sequence: 33
ACH Enabled:
False
ARv / 56611831
Tools
238.12
03/31/2023
610048800-61205
ARV / 56622580
Tools
465.95
03/31/2023
6100-48800-61205
Check Total:
704.07
Vendor: TCPropMt
Twin Cities Property Maintenance Inc
Check Sequence: 34
ACH Enabled:
False
220213
Snow Service for Rental Properties
1,944.00
03/31/2023
4520-49300-63105
Check Total:
1,944.00
Vendor: UhlCompa
Uhl Company
Check Sequence: 35
ACH Enabled:
False
49681
Repair VAV Damper
1,656.65
03/31/2023
2130-44100-63105
51013
Repair RTU #4 & ABU 43 Damper
4,165.10
03/31/2023
2130-44000-63105
51705
Fix Valve for Eyewash Station
1,210.39
03/31/2023
2130-44300-63105
Check Total:
7,032.14
Vendor: UnigPavi
Unique Paving Materials Co
Check Sequence: 36
ACH Enabled:
False
72723
Winter Cold Patch
361.88
03/31/2023
0101-43200-61105
Check Total:
361.88
Vendor: WSB
WSB & Associates, Inc.
Check Sequence: 37 -
ACH Enabled:
False
R-020924-000-8
Biological Water Treatment Study
8,744.50
03/31/2023
5100-48100-63005
R-021090-000-5
Lift Station #1 - Piping & Valve Vault
1,565.50
03/31/2023
4120-49300-63005
Check Total:
10,310.00
Vendor: YatesEll
Ella Yates
Check Sequence: 38
ACH Enabled:
False
2023
Soccer Coach
196.00
03/31/2023
213044400-63005
Check Total:
196.00
Vendor: ZOLLMed
ZOLL Medical Corporation
Check Sequence: 39
ACH Enabled:
False
3662916
Resgpump ACD -CPD Device
4,417.92
03/31/2023
0101-42200-61020
3668499
Resgpump ACD -CPD Device
1,104.48
03/312023
0101-42200-61020
Check Total:
5,522.40
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:24 PM) Page 6
Invoice No Description Amount Payment Date Acct Number Reference
Total for Check Run: 54,360.82
Total of Number of Checks: 39
AP -Computer Check Proof List by Vendor (0313072023 - 3:24 PM) Page 7
Accounts Payable
Computer Check Proof List by Vendor
User: BrendaF
Printed: 03/30/2023 - 3:45PM
Batch: 00404.04.2023
Invoice No Description
Vendor: Astlefor Astleford International Trucks
OIS7436.02 Parts to Repair Unit #11-208
OIS7436.02 Labor to Repair Unit #11-208
Check Total:
Vendor: Bolton Bolton & Menk, Inc.
0309026 Fields Winslow Cove 2nd Addition
Check Total
Vendor: BrightSo
Brightly Software, Inc.
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
INV -204455
Maintenance Edge & Capital Forecast
Check Total:
Vendor: CoreMain
Core & Main LP
5060783
OMNI+ 2 72 Reg Retrofit Kit
S270810
Water Meters
S500934
Annual Software
5514567
Water Meters
Check Total:
Amount Payment Date Acct Number
Check Sequence: 1
5,277.13 04/04/2023 610048800-61115
5,272.40 04/04/2023 6100-48800-63135
10,549.53
14,226.50
14,226.50
1,100.00
1,100.00
1,100.00
1,100.00
1,900.00
1,900.00
1,790.68
1,100.00
11,090.68
391.84
6,652.85
26,754.00
12,051.24
45,849.93
Check Sequence: 2
04/04/2023 7200-00000-24203
Check Sequence: 3
04/04/2023 2130-44300-62305
04/04/2023 2130-44400-62305
04/04/2023 5100-48100-62305
04/04/2023 610048800-62305
04/04/2023 010141910-62305
04/04/2023 0101-41920-62305
04/04/2023 0101-41930-62305
04/04/2023 0101-41940-62305
Check Sequence: 4
04/04/2023 510048100-61036
04/04/2023 5100-48100-61035
04/04/2023 5100-48100-62305
04/04/2023 5100-48100-61035
NiiQVER
Reference
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
AP -Computer Check Proof List by Vendor (03/30/2023 - 3:45 PM) Page 1
Invoice No Description
Total for Check Run:
Total of Number of Checks:
Amount Payment Date Acct Number
81,716.64
Reference
AP -Computer Check Proof List by Vendor (0313012023 - 3:45 PM) Page 2
(ANDOVER!41 T Y 0 F
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 •0 (763) 755-5100
FAX (763) 755-8V3 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrat r
David Berkowitz, Director of Pu'Dt
c W rks / City Engineer -
FROM: Jason Law, Assistant City Engineer
SUBJECT: Acknowledge &Accept Bid Results / 23-03,2023 Crack Sealing / 23-05,2023 Pavement
Markings / 23-07,2023 Trail Maintenance / 23-10, 2023 Parking Lot Maintenance -
Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to acknowledge and accept bid results for Projects 23-03: 2023 Crack Sealing,
23-05: 2023 Pavement Markings, 23-07: 2023 Trail Maintenance, and 23-10: 2023 Parking Lot Maintenance.
The City of Coon Rapids will enter into a contract based upon the Joint Powers Agreement (JPA) for the North
Metro Street Maintenance Consortium.
DISCUSSION
The projects identified above are important maintenance projects to prolong the life of the pavement
infrastructure throughout the City which includes roads, parking lots and trails.
The City of Coon Rapids prepared the final plans and specifications and administered the bid opening through
the previously approved JPA. Through the JPA the City has the right to accept or reject all or portions of the
bid. The contractors listed below submitted the lowest responsible bids (Andover's portion of the project
identified). For a complete bid tabulation of all contractor's bids, refer to the attachments.
Contractor Andover's Portion
Allied Blacktop Co. (Crack Sealing C.P. 23-03 / 23-10) $102,038.00*
Warning Lites (Pavement Markings C.P. 23-05) $48,606.90
Allied Blacktop Co. (Fog Sealing C.P. 23-07 / 23-10) $48,672.00**
Total $199,316.90
* Includes $81.698.00 for Project 23-03 & $20,340.00 for Project 23-10
** Includes $40,932.00 for Project 23-07 & $7,740.00 for Project 23-10
BUDGETIMPACT
These projects have been identified in the City's 2023-2023 Capital Improvement Plan (CIP) with the Crack
Seal funded from the Road & Bridge Fund and Construction Seal Coat Fund, Pavement Markings and Trail
Maintenance funded from the Road & Bridge Fund and the Parking Lot Maintenance funded from the Facility
Maintenance Reserve Fund. All projects are under the budget identified in the CIP.
ACTION REQUIRED
The City Council is requested to acknowledge and accept bid results for Projects 23-03: 2023 Crack Sealing,
23-05: 2023 Pavement Markings, 23-07: 2023 Trail Maintenance, and 23-10: 2023 Parking Lot Maintenance.
The City of Coon Rapids will enter into a contract based upon the Joint Powers Agreement (JPA) for the North
Metro Street Maintenance Consortium.
R eALa
submitted, "
V
son , P.E.
./
Attachments: Resolution & Bid Tabulations
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. XXX -23
MOTION by Council member
to adopt the following:
A RESOLUTION ACKNOWLEDGING AND ACCEPTING BIDS FOR THE IMPROVEMENT OF
PROJECT NOS. 23-03, 2023 CRACK SEALING / 23-05. 2023 PAVEMENT MARKINGS / 23-
07, 2023 TRAIL MAINTENANCE / 23-10, 2023 PARKING LOT MAINTENANCE.
WHEREAS, pursuant to the Joint Powers Agreement with Coon Rapids, bids were
received, opened and tabulated according to law on March 10, 2023 at Coon Rapids City Hall
with the low bidder results as follows:
Contractor Andover's Portion
Allied Blacktop Co. (Crack Sealing C.P. 23-03 / 23-10) $102,038.00*
Warning Lites (Pavement Markings C.P. 23-05) $48,606.90
Allied Blacktop Co. (Fog Sealing C.P. 23-07 / 23-10) $48,672.00**
Total $199,316.90
* Includes $81.698.00 for Project 23-03 & $20,340.00 for Project 23-10
** Includes $40,932.00 for Project 23-07 & $7,740.00 for Project 23-10
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to
hereby acknowledge and accept the bids as shown to indicate Allied Blacktop Co., Warning
Lites, and Allied Blacktop Co. as being the apparent low bidders for their respected projects.
BE IT FURTHER RESOLVED TO HEREBY direct the City of Coon Rapids to enter into a
contract with Allied Blacktop Co. in the amount of $102.038.00 and Warninq Lites in the
amount of $ 48,606.90; and Allied Blacktop Co. in the amount of $ 48,672.00; for construction
of the improvements; and direct the City of Coon Rapids to proceed with the project as
specified in the project specifications.
MOTION seconded by Council member
and adopted by the City Council
at a regular meeting this 4th day of April , 2023, with Council members
voting in favor of the resolution, and
Council members voting against, whereupon said resolution was
declared passed.
CITY OF ANDOVER
ATTEST:
Sheri Bukkila - Mayor
Michelle Hartner— Deputy City Clerk
2023 CRACK SEAL (C.P. 23-03) & 2023 PARKING LOT MAINTEANCE (C.P. 23-10) - BID TABULATION
Bids opened March 10, 2023 at 10:00 am at City of Coon Rapids
2023 Crack Sealing -COMBINED C.P. 234)3 & 23-10
Pay Item -
Est.
Quan
Units Engineer's
Estimate
Allied
Blacktop
Northwest gsphalt
&Maintenance
Fahmer Asphalt
Sealers
American Pavement
Solutions, Inc.
ASTECH
F&I Streel Route &Seal Crack Sealin1
92,300
LF $ 0.55
1 $ 50,765.00
$0.56
$ 51,688.00 1
$0.541 $ 49,842.00 $
0.85 $ 78,455.00
$1.15 $ 106,145.00
$1.35 $ 124,605.00
F&I Street Elm &Go Crack Sealing
100,700
LF $ 0.50
1 $ 50,350.00 1
$0.501
$ 50,350.00 1
$0.541 $ 54,378.00 1 $
0.79 1 $ 79,553.00 1
$0.871 $ 87,609.00 1
$1.15 $ 115,805.00
Tolal
$ 14,442.00
$ 101,115.00 1
$ 102,038.00 1
$ 104,220.00 1
$ 158,008.00 1
$ 193,754.00 1$
240,410.00
2023 Crack Sealing (C.P. 23431
Pay Item
Est
Quan
Units Engineefs
Estimate
Allied
Blacktop
Northwest Asphalt
& Maintenance
Fahmer Asphalt
Sealers
American Pavement
Solutions, Inc.
gSTECH
F&I Street Route & Seal Crack Sealing70,800
21,500
LF $ 0.55
$ 38,940.00
$0.56
$0.54
38,232.00
$0.85 $ 60,180.00
$1.15 $ 81,420.00
$1.35 $ 95,580.00
F&I Street Blow & Go Crack Sealing84,100
29,025.00
LF $ 0.50
$ 42,050.00
$0.50
$ 42,05000
$0.54 $ 45,414.00
$0.79 $ 66,439.00
$0.87 $ 73,167.00
$1.151$ 96,715.00
Total
$ 14,442.00
$ 80,990.00
$ 81,698.00
$ 83,646.00 1
$ 126,619.00 1
$ 154,687.00 1
$ 192,295.00
2023 Crack Sealing C.P. 23-10) (Parkins Lot Maintenance)
Pay Item
Est
Quan
Units Engineaes
Estimate
Allied
Blacktop
Northwest Asphalt
& Maintenance
FahrnerlAsphalt
Sealers
American Pavement
Solutions, Inc.
ASTECH
F&I Street Route &Seal Crack Sealin
21,500
LF $ 0.55 $ 11,825.00
$0.56
$ 12,040.00
$0.54
$ 11,610.00
$0.85 $ 18,275.00
$1.15
$ 24,725.00
$1.35 $
29,025.00
F&I Sireel Blow 8 Go Cmck Sealin
16,600
LF $ 0.50 $ 8,300.00
$0.501$
8,30000
$0.541$
8,964.00 1
$0.791 $ 13,114.00 1
$0.871
$ 14,442.00
$1.15 $
79,090.00
Total
1 $ 20,125.00
$ 20,340.00
$ 20,574.00 1
$ 31,389.00 1
$ 39,167.00
$
48,116.00
Bid Tabulation
2023 Pavement Markings (City Project 23-05)
Bids opened March 10, 2023 at 10:00 am at City of Coon Rapids
Item
Units
Quantity
Engineer's Estimate
Unit Price Cost
Warning Lites of MN
Unit Price Cost
Sir Lines A Lot
Unit Price Cost
F&I Street Markings
Gallons
1,130
$ 30.00 $ 33,900.00
$ 27.73 $
31,334.90
$ 36.50 $
41,245.00
F&I Street Symbols
Gallons
170
$ 110.00 $ 18,700.00
$ 101.60 $
17,272.00
$ 168.00 $
28,560.00
Totals
1 $ 52,600.00
1 $
48,606.90
$
69,805.00
Bid Tabulation
2023 Trail Maintenance (City Project 23-07) & 2023 Parking Lot Maintenance (City Project 23-10)
Bids opened March 10, 2023 10:00 am at City of Coon Rapids
BOTH PROJECTS COMBINED
Project 23-07 Trail Maintenance
ENGINEER'S ESTIMATE
Allied Blacktop Co.
ENGINEER'S ESTIMATE
Allied Blacktop Co.
Pearson Bros.
ASTECH
ITEM
NO.
DESCRIPTION
UNIT
I
EST.
QUAN.
Unit
Price
AMOUNT
Unit
Price
AMOUNT
In
Price
AMOUNT
Unit
Price AMOUNT
1
IF&I Trail Fog Sealing
Gal
7,580
$5.50
$41,690.00
$5.40
$40,932.00
$6.50
$49,270.00
$8.50 $64,430.00
2
F&I Parking Lot Fog Sealing
Gal
1,290
$5.50
$7,095.00
$6.00
$7,740.00
$6.50
$8,385.00
$8.50 $10,965.00
Total
8,870
$48,785.00
$48,672.00
$57,655.00
$75,395.00
Project 23-07 Trail Maintenance
Project 23-10 Parking Lot Maintenance
ENGINEER'S ESTIMATE
Allied Blacktop Co.
ASTECH
ASTECH
ITEM DESCRIPTION
NO.
UNIT
EST.Unit
QUAN.
Price
AMOUNT
Unit
Price AMOUNT
Unit
Price AMOUNT
Unit
Price AMOUNT
1 IF&I Trail Fog Sealing
I Gal
7,580
$5.501
$41,690.00
$5.40 $40,932.00
$6.501 $49.270.001
$8.50 $64,430.00
Total
7,580
$41,690.00
$40,932.00
$49,270.001
$64,430.00
Project 23-10 Parking Lot Maintenance
ENGINEER'S ESTIMATE
Allied Blacktop Co.
ASTECH
ASTECH
ITEM DESCRIPTION UNIT
NO.
EST.
QUAN.
Unit
Price
AMOUNT
Unit
Price AMOUNT
Unit
Price AMOUNT
Unit
Price
AMOUNT
2 IF&I Parking Lot Fog Sealing I Gal
1,290
$5,501
$7.095.001
W001 $7,740.00
$6,501 $8.385.00
$8501
$10,96500
Total
1,290
$7,095.001
$7,740.00
$8,385.001
$10,965.00
C I T Y 0 F^
LNDOVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administr
David Berkowitz, Director of Pu 'c s City Engineer
FROM: Jason Law, Assistant City Engineer
SUBJECT: Approve Plans & Specs / Order Ad for Bids / 23-11A through 23-11L (2023
Mill & Overlays); 23-15 2023 Mill & Overlay (Prairie Road); 23-16 2023 Mill
& Overlay (Andover Boulevard) - Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to approve final plans and specifications and order advertisement
for bids for Projects 23-11A through 23-11L 2023 Mill & Overlays; 23-15 2023 Mill & Overlay
- Prairie Road; and 23-16 2023 Mill & Overlay — Andover Boulevard.
DISCUSSION
Identified in the City's 2023-2027 Capital Improvement Plan is a mill and overlay of streets in
various locations throughout the City (refer to the attached location maps). The surface of the
streets in these areas has been stripping away, and a mill and overlay is the best course of action
to correct this deterioration and prolong the life of the road. The projects would include milling
off the existing bituminous wearing course and paving a new bituminous wearing course over the
existing roadway. It is anticipated that these projects will extend the life of the roadways another
15+ years before a reconstruction would be considered.
The public hearing for these projects was held at the regularly scheduled City Council meeting
on March 21, 2023. Plans and `specifications are available in the City Engineer's office for
review.
BUDGETIMPACT
The projects would be funded from the City's Road & Bridge Fund with twenty-five percent
(25%) of the total project costs for the roadway improvements to be assessed to the benefiting
properties as identified in the City's Roadway Reconstruction Assessment Policy. Projects 23-
11A through 23-11L would be assessed on a unit basis based on each specific projects actual
costs. Municipal State Aid funding would be utilized for the City's portion of projects 23-15
(Prairie Road) and 23-16 (Andover Boulevard) along with assessments for each benefitting
property based on front footage and 25% of the projects costs for a standard street section. Front
footage is being utilized for these two projects due to the limited number of units fronting the
improvements and large variation in front footage for parcels within these projects. Unit and
Front Foot assessment methods are identified in the City's Roadway Reconstruction Assessment
Policy. All costs associated with replacement of water main valve bolts will be funded by the
Trunk Water Fund.
Mayor and Council Members
April 4, 2023
Page 2 of 2
ACTION REQUIRED
The City Council is requested to approve final plans and specifications and order advertisement
for bids for Projects 23-11A through 23-11L 2023 Mill & Overlays; 23-15 2023 Mill & Overlay
- Prairie Road; and 23-16 2023 Mill & Overlay — Andover Boulevard.
pectfully submitted,
Jason . Law, PE
Attachment: Resolution & Location Maps
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NOS. 23-11A THROUGH
23-11L 2023 MILL & OVERLAYS. 23-15 2023 MILL & OVERLAY— PRAIRIE ROAD,
AND 23-16 2023 MILL & OVERLAY—ANDOVER BOULEVARD.
WHEREAS, pursuant to Resolution No. 026-23 adopted by the City
Council on the 21st day of March . 2023 the City Engineer has prepared final plans
and specifications for Project Nos. 23-11A through 23-11 L, 23-15 and 23-16.
WHEREAS such final plans and specifications were presented to the City
Council for their review on the 4th day of April, 2023.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby approve the Final Plans and Specifications.
BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct
the City Clerk to seek public bids as required by law, with such bids to be opened
electronically and virtually at 11:00 a.m. April 28 , 2023 .
MOTION seconded by Councilmember
and adopted by the
City Council at a regular meeting this 4th day of Aril , 2023 with
Councilmembers
voting in favor of the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Sheri Bukkila - Mayor
Michelle Hartner — Deputy City Clerk
voting
1
LN
153RD I N
LN
F-6nam , E , ni
0 255 510 Feet
lnk map •iwwdwv� em
me aw. m�e av «� n�a0eosroma««
mm ma;ctl remm "CRY
Wits ue.rt.p�smm
t eue
m. en m«s «aracwa neon.
n:IGI5l wortl,pl/Aktial£Muxa,4gICIX«I
PROJECT LOCATION N1AP
PROJECT NAME: STREET MILL & OVERLAY
LOCATION: GREY OAKS
158111
T1 NLN
7
k23 -11A
02
it II 1 A
1 11 131 h
1778
J /30
a 1562,
ab a \156_
]5
1818631 3'1 &'1831
°t80/a Y
1J'_2
1792
a777III IV56
J 1551-H AVF —
Project Location Assessed Parcels
= Parcel Boundary Q City omits
1640
N PROJECT LOCATION MAP
PROJECT NAME: STREET MILL & OVERLAY
Il LOCATION: NORTH VALLEY RIDGE
1 I
f
# 23-11B
(2023)
G
z
z
s
a
�: Anokn County GIS
0 185 370 Feet
n¢ map k FIWN Itt Mererce
n�mva awry wN mapplig gentle apvac/ b
.;. aap. mean awwmaapa rot mare
cUm tlu[tie RDNcT repcn[me
YxXv6; tlrrzbe Ce Clly amens ro
YaEBtty b ary emz v aMW s Ineln.
Vim: n:1c61WaW�,g1✓,aJF5lEighnrlrplC/wfy
2290 2238
2266
2212
Q Project Location 0 Assessed Parcels
0 Parcel Boundary Q City Limits
15919
�l
15921
159FH W
0
15H89
6887
15888 J
3
15863
15860
1588
15660
Y
M
••�
15827
2231
2297 2273-
A1)
x215
{�
/
1SBTH AVAil,
2339
Y
1,.
�.
2316
�: Anokn County GIS
0 185 370 Feet
n¢ map k FIWN Itt Mererce
n�mva awry wN mapplig gentle apvac/ b
.;. aap. mean awwmaapa rot mare
cUm tlu[tie RDNcT repcn[me
YxXv6; tlrrzbe Ce Clly amens ro
YaEBtty b ary emz v aMW s Ineln.
Vim: n:1c61WaW�,g1✓,aJF5lEighnrlrplC/wfy
2290 2238
2266
2212
Q Project Location 0 Assessed Parcels
0 Parcel Boundary Q City Limits
1 4 _,
S�
o 210 azo Feel
mn � a eleaen aleee�
amosa eW wmmappYq v+a+�+�•el
me aay. me ay a wewc a>a rrt mae
eam uw me names elymee 2pesnl nm
«Daae; u�eree nn ur �a no
�v fa e1V ems a ariwora neon.
hN: N:IGI51 MbMlrgl�le�1F/q�/�/�/g1U�p
PROJECT LOCATION N1AP
PROJECT NAME: STREET MILL & OVERLAY
LOCATION: SILVER MEADOWS
7 77
r
166TH AVF
16368
2494
2481 1243.`
valnmoee. �.�c.`
Q Project Location Assessed Parcels
Q Parcel Boundary Q City Limits
2432
R 23-11C
(2023)
z r
163RD I N
r�
163RD I N
N PROJECT LOCATION MAP #23-11D
(2023)
PROJECT NAME: STREET MILL & OVERLAY
LOCATION: CONSTANCE CORNERS 7
S
1(il Si' AVE
(--_ CONSTANCE BLVD
`2
16075
16090 '3 921 911
�RFs>' 897
1601 H LN
881 86% 853 841 T -
1604% i T
160TH r-
1606016035
16030
924 16023
914 16018 a
909 16011 a
6006
890 15999 C �
15994 G
15989
O
15982 i V
15949 15939 159%0 Q , 15975 OLIVE ST
o �
1
15958 5963
15929 15951
15944 15919 15946
15934 15939 L 159`N'
r 15934 15909
15924 15922 /S il��—J_J117
.T
a Credi"noka County Cjt PSIU, MN
^1C?LO F¢el
I I I
mn map G nlenem 10- �ebare
Me Eep. M M of NLLiv Ua rct n Wx�
mm Mat Me Mawez agiael �[ oue
a�bam�as�.
4a N: N:IG61WMIrylVmfnZf�Eylxelip\CVIISR
nI - 1 i
Q Project Location 0 Assessed Parcels
Q Parcel Boundary Q City Limits
CIT Y O F
NDOft
Incorporated 1974
Exhibit D1
{W
N PROJECT LOCATION MAP
PROJECT NAME: STREET MILL & OVERLAY
A LOCATION: MILLERS WOODS IST AND 2ND ADDITION
160TH IN
.L;-
15929 15929
160TH IN
5920
5915
910
15895
15883
246 234 15896 O
L 1
15828 5821
15860 15859
y
15892 15842 -
1_ f
1,824 15835
5835
828
_ 15823 15823 '
158TH AVE 679 662 6S5 693 -
15811
15813
712 15805
202 692 600 668 656 y4 632
Oka County GI$,`CSRI, MN Ge
0 210 420 Font
II I�
115 Tdp ¢'nteigN 1p RItlbKP
p.pmo mN wlm maro�M g �e aSvxY d
we ew.nre cM dmewa axs not mala
aam wa ae reaw,a am. Rpt me
corms: weave ue r+r saat.¢ ro
YMN M1t ery oras o- ancros M1etl .
Q Project Location Assessed Parcels
Parcel Boundary Q City Limits
157tH AVE
At 23-IIE
(2023)
159111 AVE
158TH AVE
DUN
Incorporated 1974
Exhibit E1
'SAVE
270
D
m
O
U
J
158TH AVF
160TH IN
5920
5915
910
15895
15883
246 234 15896 O
L 1
15828 5821
15860 15859
y
15892 15842 -
1_ f
1,824 15835
5835
828
_ 15823 15823 '
158TH AVE 679 662 6S5 693 -
15811
15813
712 15805
202 692 600 668 656 y4 632
Oka County GI$,`CSRI, MN Ge
0 210 420 Font
II I�
115 Tdp ¢'nteigN 1p RItlbKP
p.pmo mN wlm maro�M g �e aSvxY d
we ew.nre cM dmewa axs not mala
aam wa ae reaw,a am. Rpt me
corms: weave ue r+r saat.¢ ro
YMN M1t ery oras o- ancros M1etl .
Q Project Location Assessed Parcels
Parcel Boundary Q City Limits
157tH AVE
At 23-IIE
(2023)
159111 AVE
158TH AVE
DUN
Incorporated 1974
Exhibit E1
N
PROJECT
LOCATION HAP
# 23-11F
(2023)
PROJECT NAME:
STREET MILL & OVERLAY
LOCATION: BARNES ROLLING OAKS 2ND ADDITION
Will
995
885 198/0
765 725 665
695
14620
930
880 19810
14815
]20
19/60 14755
19750
19755
SOS
O
Q
FJ
v
P
U
a
A
Tn
19]00 14]01
14700
14705 715
m
F
Q
14611{ l N
14655 �1
650
196SS
885 835
p
580
1
14650
]10
]]0
eso
s90 s90
s �M�'M
"lit�
--
•.:
14540
1454s
DC 0 —An Cou ty GIS, 5 ,;61N � os tial om ns, 07 00
0 300 610 Faei
I I Q Project Location 0 Assessed Parcels I T O_0F*
Inks nmanvleremce 0 Parcel Boundary Q City Limits
r.ws s s -N wul owpa gaae am�ary d
"�° ° ^•�' �^ Incorporated 1974
mm maz me rmwc anima nn•-�t we
YeT: n:IG/SlWwkmpVnXusIE:p4pgpp14ntpsIMRIQI_ZO]LM+ Mrc E`paM: yB/30D l:MM
N PROJECT LOCATION MAP
PROJECT NAME: STREET MILL & OVERLAY
Il LOCATION: THE VILLAGE AT ANDOVER STATION
a 740 290 Feet
nit map s nieam m.rteerte
pmm<s m+i cam nepp`q gmee am.xy a
ms aam. ire ay a aavv aoa ma mre
avm aix me 2ae.n anima wprwa vue
wens; nvaoe ae abaana m
uaev w •w a�as n mamw nee..
NN: N:IW51wwkMplRohmlEM+��i1Q/Ma{
--- -- FwVA ET D
135TH LN
134TH AVE
�m
Q Project Location 0 Assessed Parcels
Q Parcel Boundary Q City Limits
BUNKER LAKE BLVD
#23-11H
(2023)
F-
134111 LN
13STH AVE
G
/ ' '„
Incorporated 1974 1
N PROJECT LOCATION MAP #23-111
(2023)
PROJECT NAME: STREET MILL & OVERLAY
LOCATION: TOWNHOMES OF WOODLAND CREEK
r.139iry —
_T --.T. TT--..� �. -r—_�— . �--T_--r_. ___ AVt
138TH IN
138TH AVE
i
il.
QSSLS
J�
De'.a CreGllffp�k� @wily G1�
280 Feel
wm�+anM vM ��wPdg9�� a
me em. me eM a aawv aae mr �z
aun uxt me reea.a a� rr em
bue: tlxawe mean �a m
Mb Wy b aH mas a mY�4au Men.
✓Iin: X:1G61M'u1'YgN*km1FMi�+e�/iglfliMY
G
G
0
Q Project Location Assessed Parcels
Q Parcel Boundary Q City limits
\
L
1;'sr
�yN
L�
C I T Y
NDOVO PER
Incorporated 1974
;tbs
a' i
�
'is'.
3235
3111 3J 13
1,37TH LN
3258
3J 0
3238 331
3218
1,,11
11
3259
3151
3239 3731
A 3219 3211
w
r
137TH AVE
1
BI1N¢R LAKE BLVD
SERVICE RD
Q Project Location Assessed Parcels
Q Parcel Boundary Q City limits
\
L
1;'sr
�yN
L�
C I T Y
NDOVO PER
Incorporated 1974
I
N PROJECT LOCATION HAP #23-15
PROJECT NAME: STATE AID ROUTES /MILL 8 OVERLAY (2023)
LOCATION: PRAIRIE ROAD (ANDOVER BLVD TO BUNKER LAKE BLVD)
0 375 750 Feat
ms maPa hre Wrereenm
wooer aar wxn mappky qax amrxy a
me am. me cM a wawc- noe mt make
mm uat up nnwn5 mpuM rtpamt uue
Ioa W a, avekm am rl<v aeu�a m
k gaily b �/ mors ar onxvua Mt1�.
M .a
BUNKER LAKE al VD
of naao Lake C I \
Q Project Location = Assessed Parcels
Q Parcel Boundary Q City Limits
14370
11157
14191
tDO*i
Incorporated 1974
Exhibit M1
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 ! kVVWW.AN DOVE RM N. GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrator T
David Berkowitz, Director of Pu ic Works ' y Engineer"
FROM: Jason Law, Assistant City Engineer
SUBJECT: Award Bid/21-39/Tulip St. NW & 16151 Ave. NW Reconstruction —Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to accept bids and award the contract for Project 21-39, Tulip Street NW & 161 s`
Avenue NW Reconstruction.
DISCUSSION
The street reconstruction program is an effective and cost-efficient means of rehabilitating deteriorated
roadways. This program helps the City to maintain a high-quality transportation system while limiting on-going
maintenance costs on the sections of roadway in most need of repair. Reconstruction of Tulip Street from 15711
Avenue to 16151 Avenue, Tulip Street from 400' south of Valley Drive to Valley Drive, and 16151 Avenue from
Round Lake Boulevard to Tulip Street is planned for 2023 (see attached location map). As part of this project
improvements will be made to the intersection and traffic signal at 16151 Avenue and Round Lake Boulevard.
The project is to be awarded based upon the lowest responsible total bid. The bid opening was held on March
23, 2023. Please refer to the attached bid tabulation for a breakdown of all bids received. The three lowest bids
received are as follows:
Contractor
Total Bid
North Valley, Inc.
$1,109,193.76
Park Construction Co.
$1,191,815.75
Bituminous Roadways, Inc.
$1,223,077.80
Engineer's Estimate
$1,157,018.50
Feasibility Report Estimate
$1,129,700.00
BUDGETIMPACT
The project will be funded from the City's Road & Bridge Fund (reimbursed through Municipal State Aid
funds) with a portion of the total project costs for the roadway improvements assessed on a front footage basis
to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy and discussed
in the feasibility report. Costs related to the traffic signal improvements will be shared by the City and Anoka
County and are not included in the assessable costs.
ACTION REQUIRED
The City Council is requested to accept bids and award the contract to North Valley, Inc. in the total amount of
$1,109,193.76 for Project 21-39, Tulip Street NW & 161' Avenue NW Reconstruction.
F,E
Attachments: Resolution, Location Map & Bid Tabulation
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NO. 21-39, TULIP STREET NW & 161sT AVENUE NW
RECONSTRUCTION.
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution
No. 023-23 dated February 21, 2023, bids were received, opened, and tabulated
according to law with results of the three lowest bidders as follows:
Contractor
Total Bid
North Valley, Inc.
$1,109,193.76
Park Construction Co.
$1,191,815.75
Bituminous Roadways, Inc.
$1,223,077.80
Engineer's Estimate
$1,157,018.50
Feasibility Re ort Estimate
$1,129,700.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby accept the bids as shown to indicate North Valley, Inc. as being the
apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to
enter into a contract with North Valley, Inc. in the amount of $1,109,193.76 for
construction of the improvements; and direct the City Clerk to return to all bidders the
deposits made with their bids, except that the deposit of the successful bidder and the
next two lowest bidders shall be retained until the contract has been executed and bond
requirements met.
MOTION seconded by Council member
and adopted by the City
Council at a regular meeting this 4th day of April, 2023, with Council
members
of the resolution, and Council members
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Sheri Bukkila - Mayor
Michelle Hartner— Deputy City Clerk
voting in favor
voting
161st Avenue & Tullp Street Road Reconstruction (#8399871)
Owner: Andover MN, City of
Solicitor: Andover MN, City of
Bids Opened: 03/23/2023 02:00 PM CDT
BIDTABUTATION
Engineer Estimate
North Valley, Inc.
Park ConstructonCom any
Bituminous Roadways Inc.
Northwest
Knife River Corporation
Dresel Contracting Inc.
Una Item
Item Code
Item Description
U01M
Quantity
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
1
2021.501
Mobilization
LS
1
$70,000.00
$70,000.00
$25,168.20
$25,168.20
$96,900.00
$96,900.00
$32,000.00
$32,000.00
$95,798.00
$95,798.00
$95,000.00
$95,000.00
$115,300.00
$115,300.00
2
2101.505
Grubbing
AC
0.2
$15,000.00
$3,000.00
$2],2]8.40
$5,455.68
$25,900.00
$5,180.00
$26,00.00
$5,200.00
$27,984.00
$5,596.80
$16,960.00
$3,392.00
$36,000.00
$7,200.00
3
2101.505
Clearing
AC
0.2
$12,000.00
$2,400.00
$18,185.60
$3,637.12
$17,300.00
$3,460.00
$17,000.00
$3,400.00
$18,656.00
$3,731.20
$25,440.00
$5,088.00
$12,000,0
$2,400.00
4
2102.503
Pavement Marking Removal
LF
138
$2.50
$345.00
$1.07
$147.66
$1.00
$138.00
$1.00
$138.00
$1.10
$151.80
$1.00
$138.00
$1.20
$165.60
5
2102.518
Pavement Marking Removal
SF
BID
$2.50
$2,025.00
$2.68
$2,170.80
$3.05
$2,470.50
$3.00
$2,430.00
$3.30
$2,673.00
$3.00
$2,430.00
$3.60
$2,916.00
6
2104.502
Salvage Casting
EA
20
$200.00
$4,000.00
$134.03
$2,680.60
$230.00
$4,600.00
$231.00
$4,620.00
$125.00
$2,500.00
$420.00
$8,400.00
$420.00
$8,400.00
7
2104.502
Salvage5ign
EA
2
$150.00
$300.00
$42.89
$85.78
$51.00
$102.00
$52.00
$104.110
$55.00
$110.00
$50.00
$100.00
$60.00
$120.00
8
2104.502
Remove Drainage Structure
EA
8
$1,100.00
$8,800.00
$405.36
$3,242.88
$374.00
$2,992.00
$112.50
$900.00
$450.00
$3,600.00
$750.00
$6,000.00
$750.00
$6,000.00
9
2104.503
Sawing Concrete Pavement (Full Depth)
LF
115
$4.00
$460.00
$3.22
$370.30
$4.10
$471.50
$5.0D
$575.00 1
$5.00
$575.00
$4.00
$460.00
$4.80
$552.00
30
2104.503
Sawing Bit Pavement (Full Depth)
LF
891 1
$2.50
$2,227.50
$3.22
$2,869.02
$2.70
$2,405.70
$2.00
$1,782.00
$4.00
$3,564.00
$2.65
$2,361.15
$2.40
$2,138.40
11
2104.503
Remove Sewer Pipe (Storm)
LF
306
$30.00
$9,180.00
$11.42
$3,494.52
$10.50
$3,213.00
$8.00
$2,448.110
$10.00
$3,060.00
$24.51
$7,500.06
$24.51
$7,500.06
12
2104.503
Remove Curb &Gutter
LF
4271
$8.00
$34,368.00
$4.50
$19,219.50
$5.15
$21,995.65
$6.00
$25,626.00
$10.72
$45,785.12
$5.06
$21,611.26
$5.06
$21,611.26
13
2104.518
Remove Concrete Pavement
SF
2440
$1.50
$3,660.00
$1.07
$2,610.80
$1.50
$3,660.00
$3.00
$7,320.00
$4.55
$11,102.00
$1.34
$3,269.611
$1.34
$3,269.60
14
2104.518
Remove Bituminous Pavement
SF
2610
$1.20
$3,132.00
$0.72
$1,879.20
$1.10
$2,871.00
$2.00
$5,220.00
$3.50
$9,135.00
$1.25
$3,262.50
$1.25
$3,262.50
15
2104.518
Remove Concrete Walk
SF
204
$1.50
$306.00
$4.29
$875.16
$2.30
$469.20
$8.00
$1,632.00
$18.24
$3,720.96
$7.08
$1,444.32
$7.08
$1,444.32
16
2104.602
Salvage and Reinstall Mailbox
EA
6
$150.00
$900.00
$214.45
$1,286.70
$204.00
$1,224.00
$209.00
$1,254.00
$220.00
$1,320.00
$1,200.00
$7,200.00
$343.75
$2,062.50
17
2105.607
Common Excavation
CY
520
$25.00
$13,000.00
$20.52
$10,670.40
$32.20
$16,744.00
$31.00
$16,120.00
$44.85
$23,322.00
$36.06
$18,751.20
$36.06
$18,751.20
18
2105.607
Subgrade Excavation
CY
300
$22.00
$6,600.00
$20.52
$6,156.00
$26.50
$7,950.00
$41.00
$12,300.00
$44.85
$13,455.00
$33.33
$9,999.00
$33.33
$9,999.00
19
2105.607
Select Granular Borroar(LV)
CY
200
$12.00
$2,400.00
$0.01
$2.00
$9.10
- $1,820.00
$27.00
$5,400.00
$42.50
$8,500.00
$45.31
$9,062.00
$45.31
$9,062.00
20
2105.607
Salvage Reclaim Material (IV)
CY
1 3400
$16.00
$54,400.00
$13.19
$44,846.00
$15.10
$51,340.00
$7.00
$23,800.00
$7.66
$26,044.00
$26.10
$88,740.00
$26.10
$88,740.00
21
2112.519
Subgrade Preparation
RDST
61.6
$300.00
$18,480.00
$178.56
$10,999.30
$267.00
$16,447.20
$327.00
$20,143.20
$325.00
$20,020.00
$325.00
$20,020,0
$233.]]
$14,400.23
22
2130.523
Water
MGAL
100
$50.00
$5,000.00
$40.75
$4,075.00
$50.40
$5,040.00
$32.00
$3,200.00
$85.00
$8,500.00
$15.00
$1,500.00
$55.80
$5,580.00
23
2211.509
Aggregate Base Class 5
TN
42
$30.00
$1,260.00
$10.72
$450.24
$21.00
$882.00
$61.00
$2,562.00
$36.20
$1,520.40
$47.60
$1,999.20
$47.611
$1,999.20
24
2211.07
Place Salvaged Reclaim Material (CV)
CY
290
$20.00
$4,800.00
$10.72
$2,572.80
$13.80
$3,312.00
$20.00
$4,800.00
$30.80
$7,392.00
$15.00
$3,600.00
$15.00
$3,600.00
25
2215.504
Full Depth Reclamation
SY
22520
$1.05
$23,646.00
$0.88
$19,817.60
$0.73
$16,439.60
$2.00
$45,040.00
$1.22
$2],4]4.40
$1.50
$33,780.00
$2.00
$45,040.00
26-
2232.504
Mill Bituminous Surface (1.5")
SY
80
$25.00
$2,000.00
$10.72
$857.60
$5.75
$460.00
$12.00
$960.00
$24.00
$1,920.00
$20.00
$1,600.00
$11.36
$908.80
27
2357.506
Bituminous Material For Tack Coat
GAL
1150
$3.50
$4,025.00
$4.13
$4,749.50
$3.65
$4,197.50
$3.00
$3,450.00
$3.50
$4,025.00
$2.50
$2,875.00
$4.38
$5,037.110
28
2360.509
Type SP 9.5 Wearing Course Mix(3,C)
TN
2580
$78.00
$201,240.00
$88.92
$229,413.60
$90.40
$233,232.00
$95.00
$245,100.00
$86.87
$224,124.60
$95.00
$245,100.00
$97.42
$251,343.60
29
2360.509
Type SP 9.5 Weaning Course Mix (2,B) -Driveways
TN
30
$130.00
$3,900.00
$160.84
$4,825.20
$263.00
$7,890.00
$785.00
$23,550.00
$228.59
$6,85].]0
$150.00
$4,500.00
$194.81
$5,844.30
30
2360.509
Type SP 12.5 Wearing Course Mixture (3,C)
TN
2910
$76.00
$221,160.00
$86.00
$250,260.00
$86.50
$251,715.00
$90.00
$261,900.00
$80.70
$234,837.00
$95.00
$276,450.00
$104.84
$305,084.40
31
2360.509
Type SP 12.5 Bituminous Mixture for Patching
TN
20
$200.00
$4,000,0
$187.65
$3,753.00
$245.00
$4,900.00
$210.00
$4,200.00
$236.21
$4,724.20
$200.00
$4,000.00
$227.28
$4,545.60
32
2451.607
Crushed Rock(CV)
CY
20
$55.00
$1,100.00
$9].34
$1,946.801
$88.00
$3,160.00
$89.50
$1,790.00
$88.23
$1,764.60
$127.20
$2,544.00
$127.20
$2,544.00
33
2501.502
IS" RC Pipe Apron &Grate
EA
2
$2,000.00
$4,000.00
$1,]12.]9
$3,425.58
$1,580.00
$3,160.00
$2,533.50
$5,067.00
$1,850.00
$3,700.00
$2,250.00
$4,500.00
$2,250.00
$4,500.00
34
2501.502
IS" RC Pipe Apron &Grate
EA
1
$2,300.00
$2,300.00
$3,539.76
$3,539.76
$3,270.00
$3,270.00
$3,247.00
$3,247.00
$2,104.00
$2,104.00
$2,700.00
$2,700.00
$2,700.00
$2,700.00
35
2501.602
12" Skimmer
EA
1
$3,000.00
$3,000.00
$3,653.95
$3,653.95
$3,370.00
$3,370.00
$3,859.00
$3,859.00
$3,321.87
$3,321.87
$5,400.00
$5,400.00
$5,400.00
$5,400.00
36
2501.602
18"Skimmer
EA
1
$4,000.00
$4,000.00
$6,965.32
$6,965.32
$6,430.00
$6,430.00
$5,630.50
$5,630.50
$5,929.67
$5,929.67
$7,200.00
$7,200.00
$7,200.00
$7,200.00
37
2501.602
12"Dissipator
EA
2
$4,000.00
$8,000.00
$3,653.94
$7,307.88
$3,370.00
$6,740.00
$4,696.50
$9,393.00
$4,138.00
$8,276.00
$5,700.00
$11,400.00
$5,700.00
$11,400.00
38
2501.602
15" Dissipator
EA
1
$5,000.00
$5,000.00
$5,138.35
$5,138.35
$4,740.00
$4,740.00
$4,855.00
$4,855.00
$4,592.84
$4,592.84
$6,600.00
$6,600.00
$6,60D,0
$6,600.OD
39
2503.503
12" RC Pipe Sewer Des 3006 Class V
LF
107
$60.00
$6,420.00
$77.65
$8,308.55
$71.70
$],6]1.90
$98.00
$10,486.00
$67.68
$7,241.76
$126.78
$13,565.46
$126.78
$13,565.46
40
2503.503
15" RC Pipe Sewer Des 3006 Class V
LF
172
$75.00
$12,900.00
$89.06
$15,318.32
$82.20
$14,138.40
$106.00
$18,232,0
$77.71
$13,366.12
$165.26
$28,424.72
$165.26
$28,424.72
41
2503.503
IS" RC Pipe Sewer Des 3006 Class V
LF
15
$95.00
$1,425.00
$93.63
$1,404.45
$86.50
$1,297.50
$112.00
$1,680.00
$99.23
$1,488.45
$220.00
$3,300.00
$220.00
$3,300.00
42
2503.602
Connect to Existing Pipe Sewer
EA
6
$1,000.110
$6,000.00
$856.39
$5,138.34
$791.00
$4,746.00
$1,120.50
$6,723.00
$1,000.00
$6,000.00
$1,200.00
$7,200.00
$1,200.00
$7,200.00
43
2503.603
Clean St Video Tape New Storm Sewer
LF
312
$5.50
$1,716.00
$3.43
$1,070.16
$3.15
$982.80
$6.00
$1,872.00
$4.75
$1,482.00
$10.00
$3,120.00
$7.20
$2,246.40
44
2504.602
Irrigation System Modifications
EA
45
$85.00
$3,825.00
$187.65
$8,444.25
$179.00
$8,055.00
$200.00
$9,000.00
$235.00
$10,575.00
$175.00
$],8]5.00
$210.00
$9,450.00
45
2506.502
Casting Assembly -Storm
EA
8
$800.00
$6,400.00
$825.64
$6,605.12
$930.00
$7,440.00
$1,500.00
$12,000.00
$585.00
$4,680.00
$1,500,0
$12,000.00
$1,320.00
$10,560.00
46
2506.502
Install Casting - Storm
EA
20
$700.00
$14,000.00
$160.84
$3,216.80
$162.00
$3,240.00
$1,000,0
$20,000.00
$362.00
$7,240.00
$100.00
$2,000.00
$600.00
$121000.00
47
2506.602
Construct Drainage Structure, Type 420
EA
1
$2,800.00
$2,800,0
$3,311.39
$3,311.39
$3,060.00
$3,060.00
$2,063.00
$2,063.00
$1,879.00
$1,879.00
$5,580.00
$5,580.00
$5,580.00
$5,580.00
48
2506.602
Construct Orainage Structure, Type 42148" Dia.
EA
6
$5,800.00
$34,800.00
$6,736.96
$40,421.76
$6,220.00
$37,320.00
$6,237.00
$37,422.00
$2,768.68
$16,612.08
$5,220.00
$31,320.00
$5,220.00
$31,320,0
49
2511.507
Random Ripmp Class 111
CY
6
$100.00
$600,0
$111.90
$671.40
$103.00
$618.00
$241.00
$1,446.00
$100.00
$600.00
$222.00
$1,332.00
$222.00
$1,332.00
50
2521.602
Drill and Groute ReIrf Bar (Epoxy Coated)
EA
24
$14.00
$336.00
$10.91
$261.84
$25.90
$621.60
$26.00
$624.00
$27.55
$661.20
$10,0
$240.00
$12.60
$302.40
51
2521.618
6" Concrete Walk - Special
SF
667
$28.00
$18,676.00
$16.26
$10,845.42
$15.70
$10,471.90
$15.00
$10,005.00
$17.14
$11,432.38
$15.00
$10,05.00
$17.98
$11,992.66
52
2531.503
Concrete Curb& Gutter Design B418
LF
240
$30.00
$7,200.00
$26.68
$6,403.20
$33.20
$7,968.00
$30.00
$7,200.00
$31.35
$7,524.00
$35.00
$8,400.00
$38.84
$9,321.60
53
2531.503
Concrete Curb SL Gutter Design B618
LF
4190
$26.00
$108,940.00
$23.78
$99,638.20
$25.90
$108,521.00
$22.00
$92,180.00
$23.59
$98,842.10
$25.00
$104,750.00
$23.27
$97,501.30
54
2531.504
6" Concrete Driveway Pavement
SY
60
$66.00
$4,080.00
$88.70
$5,322.00
$85.00
$5,100.00
$80.00
$4,800.00
$97.75
$5,865.00
$120.00
$7,200.00
$103.84
$6,230.40
55
2531.602
Clean and Patch Cone. Curb and GutterJoint
EA
320
$28.00
$8,960.00
$54.55
$17,456.00
$46.60
$14,912.00
$47.00
$15,040.00
$49.50
$15,840.00
$30.00
$9,600.00
$105.00
$33,600.00
56
2531.604
8" Concrete Valley Gutter
SY
90
$100.00
$9,000.00
$112.37
$10,113.30
$140.00
$12,600.00
$135.00
$12,150.00
$142.10
$12,789.00
$120.00
$10,800.00
$125.28
$11,275.20
57
2531.618
Truncated Domes
SF
110
$50.00
$5,500.00
$54.55
$6,000.50
$64.20
$7,062.00
$65.00
$7,150.00
$65.00
$7,150.00
$100.00
$11,000.00
$63.00
$6,930.00
58
2563.601
Traffic Control
t5
1
$10,000.00
$10,000.00
$5,361.33
$5,361.33
$7,090.00
$7,090.00
$7,000.00
$7,000.00
$14,500.00
$14,500.00
$12,000.00
$12,000.00
$20,340.00
$20,340.00
59
2564.502
Install Sign
EA
2
$100.00
$200.00
$268.07
$536.14
$459.00
$918.00
$470.00
$940.00
$475.00
$950.00
$450.00
$900.00
$472.50
$945.00
60
2565.616
Revise Signal System
SYS
1
$73,500.00
$73,500.00
$59,457.10
$59,457.10
$55,300.00
$55,300.00
$55,000.00
$55,000.00
$85,500.00
$85,500.00
$]],250.00
$]],250.00
$81,112.50
$81,112.50
61
2573.502
Storm Drain Inlet Protection
EA
28
$150.00
$4,200.00
$134.03
$3,752.84
$403.00
$11,284.00
$150.00
$4,200.00
$125.00
$3,500.00
$200.00
$5,600.00
$180.00
$5,040.00
62
2573.503
Silt Fence, Type Hl or MS
LF
1260
$3.50
$4,410.00
$2.56
$3,225.60
$2.30
$2,898.00
$3.00
$3,780.00
$2.52
$3,175.20
$3.00
$3,780.00
$2.36
$2,973.60
63
2573.503
Sediment Control Log Type Wood Chip
LF
100
$4.00
$400.00
$4.55
$455,0
$4.10
$410.00
$5.75
$575.00
$5.00
$500.110
$10.00
$1,000.00
$4.20
$420.00
64
2574.507
Loam Topsoil Borrow (UV)
CV
702
$30.00
$21,060.00
$37.30
$26,184.60
$1.00
$702.00
$62.00
$43,524.00
$5,0
$3,510.00
$30.00
$21,060,0
$1.05
$]3].10
65
2574.508
Fertilizer Type3
LB 1
260
$3.00
$780.00
$2.28
$592.80
$2.05
$533.00
$3.60
$936,0
$2.50
$650.00
$2.50
$650,0
$2.10
$546.00
66
2575.504
Rolled Erosion Prevention Category 15
SY
100
$8.00
$800.00
$9.10
$910.00
$8.15
$815.00
$11,0
$1,100.00
$8.80
$880.00
$5.00
$500.00
$8.40
$840.00
67
2575.504
Rolled Erosion Prevention Category 20
SY
110
$3.00
$330.00
$9.10
$1,001,0
$8.15
$896.50
$11,0
$1,210.00
$8.80
$968.110
$5.00
$550.00
$8.40
$924.00
68
2575.505
Seeding
AC
0.65
$1,500.00
$975.00
$11,216.46
$7,290.70
$10,100.00
$6,565.00
$3,000.00
$1,950,0
$10,846.00
$7,049.90
$5004D
$325.00
$10,353.00
$6,729.45
69
2575.505
Weed Spraying
AC
0.65
$1,000,0
$650.00
$568.78
$369.71
$510.00
$331.50
$3,000.00
$1,950.00
$550.00
$357.50
$5110.00
$325.00
$525.00
$341.25
70
2575.508
Seed Mixture 25-151
LB
146
$6.00
$876.00
$9.10
$1,328.60
$8.15
$1,189.90
$107
$1,460.00
$8.80
$1,284.80
$20.00
$2,920.00
$8.40
$1,226.40
71
2575.508
Hydraulic Mulch Matrix
LB
1625
$3.00
$4,875.00
$13.65
$22,181.25
$12.20
$19,825.00
$3.00
$4,875.00
$13.20
$21,450.00
$2.00
$3,250.00
$12.60
$20,475.00
72
2582.503
4" Solid Line Paint
LF
21580
$0.60
$12,948.00
$0.13
$2,805.40
$0.11
$2,373.80
$0.12
$2,589.60
$0.13
$2,805.40
$0.11
$2,373.80
$0.12
$2,589.60
73
2582.503
4" Broken Line Paint
LF
2080
$0.60
$1,248.00
$0.21
$436.80
$0.19
$395.20
$0.19
$395.20
$0.20
$416.00
$0.18
$374.40
$0.19
$395.20
74
2582.503
4" Double Solid Line Paint
LF
10890
$1.20
$13,068.OD
$0.25
$2,722.50
$0.23
$2,504.70
$0.23
$2,504.70
$0.24
$2,613.60
$0.22
$2,395.80
$0.23
$2,504.70
75
2582.503
18" Solid Line Paint
LF
80
$3.00
$240.00
$4.04
$323.20
$3.60
$288.00
$3.60
$288.00
$3.85
$308.00
$3.50
$280.00
$3.68
$294.40
76
2582.503
24" Solid Line Paint
LF
600
$4.25
$2,550.00
$4.04
$2,424.00
$3.60
$2,160.00
$3.60
$2,160.00
13.85
$2,310.00
$3.50
$2,100.00
$3.68
$2,208.00
]]
2582.503
24" Solid Line Preform Tape
LF
173
$16.00
$2,768,0
$18.45
$3,191.85
$16.60
$2,871.80
$16.20
$2,802.60
$17.65
$3,053.45
$16.00
$2,768.00
$16.80
$2,906.40
78
2582.518
Pavement Message Paint
SF
380
$3.00
$1,140.00
$2.77
$1,052.60
$2.50
$950.00
$2.50
$950.00
$2.65
$1,007.00
$2.40
$912.00
$2.52
$957.60
79
2582.518
Crosswalk Preform Thermoplastic
SF
1026
$8.00
$8,208.00
$12.69
$13,019.94
$11.40
$11,696.40
$11.50 1
$11,799.00
$12.10
$12,414.60
$11.00
$11,286.00
$11.55
$11,850.30
TOTAL
$1,157,018.50
$1,109,193.76
$1,191,815.75
$1,223,0]].80
$1,235,299.]0
$1,360,289.4]
$1,463,110.21
no
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members X:\
CC: Jim Dickinson, City Administrat
David Berkowitz, Director of Publ s/City Engineerl3
FROM: Jason Law, Assistant City Engineer
SUBJECT: Award Bid / 23-02: 2023 Street Reconstruction / 23-08: 2023 Curb, Sidewalk & Ped
Ramp Repairs / 23-17: 2023 Full Depth Reclamation - Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to accept bids and award the contract for Projects 23-02: 2023 Street
Reconstruction; 23-08: 2023 Curb, Sidewalk & Ped Ramp Repairs; and 23-17: 2023 Full Depth
Reclamation.
DISCUSSION
In the spring and summer of 2023, multiple projects will be constructed to improve and maintain the City's
infrastructure. The street reconstruction and full depth reclamation programs are effective and cost-efficient
means of rehabilitating deteriorated roadways. The curb, sidewalk and pedestrian ramp repair project
makes repairs to deteriorated street and trail infrastructure. These programs allow the City to maintain a
high-quality transportation system, while limiting on-going maintenance costs on the sections of roadway
in most need of repair. The sidewalk and pedestrian ramp repairs maintains and improves the City's
pedestrian system to meet ADA compliance.
The project is to be awarded based upon the lowest responsible total bid. The bid opening was held on
March 23, 2023. Please refer to the attached bid tabulation for a breakdown of all bids received. The three
lowest bids received are as follows:
Contractor
Project
23-02
Project
23-08
Project
23-17
Total Bid
North Valley, Inc.
$905,545.25
$92,190.03
$3,229,575.43
$4,227,310.71
Northwest Asphalt, Inc.
$910,881.75
$89,386.85
$3,260,198.01
$4,260,466.61
Park Construction Co.
$963,370.73
$75,804.02
$3,221,608.26
$4,260,783.01
Engineer's Estimate
$912,624.00
$78,905.00
$3,157,447.00
$4,148,976.00
Feasibility Report Estimate
$1,029,800.00
$3,395,700.00
-
BUDGETIMPACT
Seventy-five (75%) of the total project costs for Projects 23-02 and 23-17 will be funded through the City's
Road and Bridge fund and the remaining twenty-five (25%) will be assessed to the benefiting properties in
accordance with the City's Roadway Reconstruction Assessment Policy. Project 23-08 will be fully funded
through the City's Road and Bridge Fund.
Mayor and Council Members
April 4, 2023
Page 2 of 2
ACTION REQUIRED
The City Council is requested to accept bids and award the contract to North Valley, Inc. in the amount of
$4,227,310.71 for Projects 23-02: 2023 Street Reconstruction; 23-08: 2023 Curb, Sidewalk & Ped Ramp
Repairs; and 23-17: 2023 Full Depth Reclamation.
�Respectfully submitted,
Q�
Jason J. Law, P.E.
Attachments: Resolution, Location Maps & Bid Tabulation
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member
to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NOS. 23-02 2023 STREET RECONSTRUCTION; 23-
08 2023 CURB SIDEWALK & PED RAMP REPAIRS: AND 23-17,2023 FULL DEPTH
RECLAMATION.
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution
Nos. 020-23 & 021-23 dated February 21 , 2023, bids were received, opened and
tabulated according to law with results of the three lowest bidders as follows:
Contractor
Project
23-02
Project
23-08
Project
23-17
Total Bid
North Valley, Inc.
$905,545.25
$92,190.03
$3,229,575.43
$4,227,310.71
Northwest Asphalt, Inc.
$910,881.75
$89,386.85
$3,260,198.01
$4,260,466.61
Park Construction Co.
$963,370.73
$75,804.02
$3,221,608.26
$4,260,783.01
Engineer's Estimate
$912,624.00
$78,905.00
$3,157,447.00
$4,148,976.00
Feasibility Report Estimate
1 $1,029,800.00
1
$3,395,700.00
1 -
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to
hereby accept the bids as shown to indicate North Valley, Inc. as being the
apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to
enter into a contract with North Valley, Inc. in the amount of $4,227,310.71 for
construction of the improvements; and direct the City Clerk to return to all bidders the
deposits made with their bids, except that the deposit of the successful bidder and the
next two lowest bidders shall be retained until the contract has been executed and bond
requirements met.
MOTION seconded by Council member
Council at a regular meeting this 4th day of April, 2023 ,
members
of the resolution, and Council members
against, whereupon said resolution was declared passed.
ATTEST:
Michelle Hartner — Deputy City Clerk
_ and adopted by the City
with Council
CITY OF ANDOVER
Sheri Bukkila - Mayor
voting in favor
voting
N PROJECT LOCATION MAP #23.82
(2023)
PROJECT NAME: ANNUAL STREET RECONSTRUCTION
LOCATION: OAK BLUFF
7 w
u'
Tq ' ..N J ry
-�
Q �I
II _
F -J 1-7
J v,
1991 Fi LN
149TH LNh
71
LL
lsJ_9�i`19 1;81
]:Iss
1423
14853
1371
Ilk- -
148TH tN
1347
1516
1508
1484
1452
1420
1386 1374
1325
..:.
....
.,.,.. 1360
,j[� `
148TH
r
AVL
..•
1295
/1269
-Y�
�
\
\
1334
�R
--� 1310
—�— 2 14784 I
III/TH AVE �(
14757
0
146TH LN -- ---
Tl
1 1237
1292
1270
1248
1226
146TH AVL
U m14 n
s• - - �'LIM
- ova tounh --
0 210 420 Feel
I 1 I Q Project Location Assessed Parcels 1VDOY L'
m. mws�e�mea r«rereer. OParcel Boundary City Limns
Incorporated 1974
6lYfr MLf Me f(aMPs
CR1' tlryY rNHCItMM
bNl«is; No-ercrt the amnrs ro
vdrN r«+'n oras ««nesac wm.
nu: xncrswumorvromswcmnerotarxpsuozztve mu.yv. asu Eya«d: I/3t/M2i II:30 Rx Andover Gf5
N PROJECT LOCATION MAP a23-1,
(2023)
PROJECT NAME: STREET FULL DEPTH RECLAMATION
LOCATION: WINSLOW HILLS, WINSLOW HILLS 2ND & 3RD ADDITION
A
C2055l DCJN BIVD
14954
0 300 600 Feet
I�iis my k Intaget fa lelem¢
I'u: W `� e:JY win mappl:9 PEEE amEdcY M
io-amns; e:vaare oe nr ro
tiaomty ler ✓n'/ ems a a:Yssb:k Man.
pM: X:146\wY/aeilYmleelEignxwlnylQMla
1411
15088 \/ J1°• 15110 •""'•
15089 15102` 15089 1509 15095 15080
0
15084 15081 15080 15081 15072
150]] 150]6
13 15062 15065 15064 15063 15062 15067 15064
LN p,_
35 15036 15037 15032 15031 15030 15029
1318g3C
21 15022 15023 15018 15017
15016 15015
07 15008 15009 15009
19995 15002 14997
93 14999 19995 19990
.
14966 19981
09 14980 14881 14976
65 19966 14967 149fi].449]1 1367 14965
Q Pmject Location Assessed Parcels
0 Parcel Boundary Q City Limits
i E u90
15107 1Lc4
c 1 r v O F
DOVER
Incorporated 1974
rz:ae an Andover GIS
N PROJECT LOCATION MAP „23.1,
(2023)
PROJECT NAME: STREET FULL DEPTH RECLAMATION
LOCATION: HARTFIELS ESTATES, SHARONS 2ND ADDITION, FOX WOODS, OAK BLUFF 2ND ADDITION
{ it .� I.
w 18
14844 Iga41
14839 19831
14824 , 14821
14719
51 VD
1534
14560
14590
14570
14554
1394
1451
1
1334
1270
0 300 600 Feet
I I I
Q Project Location Assessed Parcels
c [DOVER
mu mavernam�n, 2raca<
0 Parcel Boundary Q City Limits
Maa
Incorporated 1974
aaM mm uc wmsaky rencmlo,e
Iwwn w am nms u� �,.
VetE: X:IGI51Wa,km9lomXcfslErgMeMip1C/fNIpuOYl1� 10]2/p'x
OAR Eµa4tl: I/SLIOl313:M Flt
Andover GIS
N
A
PROJECT LOCATION h1AP
PROJECT NAME: STREET FULL DEPTH RECLAMATION
LOCATION: FOXBERRY FARMS &JONATHAN WOODS
AVF
A`NI)O�VL(R BLVD
1571 1559.. — S21 �1493148d46f14Sd441433� \ \
1570
016,11
# 23-17
(2023)
0 300 600 Feat
I I I
Q Project Location
0 Assessed Parcels
C 1 T
F
me maok nnnamm,avarc
0 Parcel Boundary
Q City Limits
OY
uvposes mM wm inappYg qax amrxva
u,�mm,>xona.um,�aoa �w maa
Incorporated 1974
mm wt u,e rmem aaxaea ewesan aue
array; n�vav<u� ur�+.��v no
W Wty lo-ery v.as a.axsaa oven.
Am: n:I�ISlworvuglcroymlEyi^M'tMlGarapt}0331Go Nli2gvY
Oaa EgwM: 1/341Yi1 t):�3 vn
Andover GIS
2023 Street Reconstruction / 2023 Curb, Sidewalk & Ped Ramp Repairs 12023 Full Depth Redemption (#839]]23) - - BID TABULATION
Owner: Andover MN, City of
Solicitor: Andover MN, City of
03/23/202310:00 AM CDT _.. -...
C.P. 23-02- 2033 Street Reconstruction
Engineer Estimate
North Valley, Inc.
Northwest Asphalt, Inc.
Park Construction Company
T. A. Schifsky & Sons, Inc
Douglas -Kerr Underground, LLC
Bituminous Roadways Inc.
Kuechle Underground Inc.
Dresel Contracting Inc.
Line Rem
Item Code
Item Description
Quantity
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extenslon
Unit Price
Extenslon
Unit Pd.
Extension
Unit Price
Extension
Unit Price
Extension
1
2021.501
Mobilization
1
$50,000.00
$SO,Ocki
$19,668.80
$19,668.80
$29,500.00
$29,500.00
$72,252.93
$72,252.93
$45,000.00
$45,000.00
$104,061.00
$104,061.00
$60,000.00
$60,000.00
$37,00D.00
$37,000.00
$104,670.00
$104,670.00
2
2101.502
Clearing
24
$125.00
$3,000.00
$339.57
$8,149.68
$348.50
$8,364.00
$321.55
$7,717.20
$332.80
$7,987.20
$316.80
$7,603.20
$390.00
$9,360.00
$330.00
$7,920.00
$840.01)
$20,160.00
3
2101.502
Grubbing
24
$250.00
$6,000.00
$226.38
$5,433.12
$232.32
$5,575.68
$214.37
$5,144.88
$223.60
$5,366.40
$211.20
$5,068.80
$167.00
$4,008.00
$230.00
$5,520.0
$720.00
$17,280.00
4
2101.505
Clearing (Shrubs /Brush)
9EA
D.1
$10,000.00
53,000.00
$30,869.80
$3,086.98
$31,600.00
$3,160.00
$29,232.00
$2,923.20
$29,952.00
$2,995.20
$28,800.00
$2,880.00
$10,500.0
$1,050.00
$29,000.00
$2,900.00
$24,000.110
$2,400.00
5
2104.502
Salvage Casting (Storm)
5
$175.00
$8]5.00
$160.78
$803.90
$165.00
$825.00
$167.88
$839.40
$208.00
53,040.00
$185.85
$929.25
$195.00
$975.00
$500.00
$2,500.00
$456.00
$2,280.00
6
2104.502
Selvage Casting(Smatary)
5
$150.00
$750.00
$375.15
$1,875.75
$165.00
$825.00
$226.71
$1,133.55
5208.00
$1,040.00
$185.85
$929.25
$195.00
$975.00
$500.00
$2,500.00
$456.00
$2,280.00
7
2104.502
Remove Drainage Structure
3
$600.00
$1,800.00
$911.09
$2,733.27
$550.00
$1,650.00
$367.18
$1,101.54
$884.00
$2,652.00
$516.30
$1,548.90
$390.00
$1,170.0
$690.00
$2,070.00
$380.00
$1,140.00
8
2104.503
Remove Curb and Gutter
36
$10.00
$360.00
$12.86
$462.96
$].39
$266.04
$17.68
$636.48
510.00
5360.00
$].15
$257.40
$6.00
$216.00
$5.00
$180.00
$].92
$285.12
9
2104.503
Sawing Concrete Pavement(Full Depth)
240 1
$6.00
$1,440.00 1
$4.13
$991.20 1
$5.00
$1,200.00
$4.06
$974.40
53.00
5720.00
$3.55
$852.00
$SAO
$1,200.00
$4.00
$960.00
$4.80
$1,152.00
30 1
2104.503
Sawing Bit Pavement (Full Depth)
LF
360
$2.50
$900.00
$3.05
$1,098.00
$3.50
$1,260.00
$2.41
$867.60
$3.00
$1,080.00
$2.65
$954.00
$2.00 1
$720.00
$3.00 1
$1,080.00
$2.70 1
S972.00
SI
2104.503
Remove Pipe Culvert/Storm Sewer
IF
112
SIS.00
$1,680.00
$27.87
$3,121.44
$10.00
$1,120.00
$10.49
$1,174.88
$27.04
$3,028.48
$12.35
$1,383.20
$11.0
$1,232.00
$43.00
$4,816.00
$13.50
$1,512.00
12
2104.518
Remove Concrete Pavement
SF
2810
52.00
$5,620.00
$0.99
$2,781.90
$2.05
$5,760.50
$1.]]
$4,973.70
$1.00
$2,810.00
$1.20
$3,372.00
52.00
$5,620.00
$1.00
$2,810.00
$1.43
$4,018.30
13
2104.518
Remove Bituminous Pavement
SF
3890
$1.00
$3,890.00
$0.74
$2,878.60
$1.03
$4,006.70
$1.13
$4,395.70
$0.75
$2,917.50
$0.75
$2,917.50
$2.00
$],]80.00
$1.00
$3,890.0
$1.32
$5,134.80
14
2104.602
Salvage and Reinstall Mailbox
EA
32
$175.00
55,600.00
$214.37
$6,859.84
$220.00
$7,040.00
$203.00
$6,496.00
$200.00
$6,400.00
$200.00
$6,400.00
5223.00
$7,136.00
$200.00
$6,400.00
$330.00
$10,560.00
15
2105.607
Common Excavation (EV)
CY
1310
$23.00
$30,130.00
$34.89
$45,705.90
$39.76
$52,085.60
$24.07
$31,531.70
$0.01
$13.10
$28.05
$36,745.50
$32.00
$41,920.00
$20.00
$26,200.00
$23.93
$31,348.30
16
2105.607
Subgade Excavation (EV)
CY
170
$25.00
$4,250.00
$19.71
$3,350.70
$39.76
$6,759.20
$17.16
$2,917.20
$20.00
$3,400.00
$17.00
$2,890.00
$39.00
$6,630.00
$0.01
$1.70
$19.84
$3,372.80
17
2105.607
Salvage Reclaim Material (LV) (P)
CY
580
$14.00
$8,120.00
$12.82
$7,435.60
$12.25
$7,105.00
$10.02
$5,811.60
$60.00
$34,800.00
$8.70
$5,046.00
$26.00
$15,080.0
530.0
$5,800.00
$15.72
$9,117.60
18
2105.607
Select Granular Borrow (LV)
CY
150
$22.00
$3,300.00
$1.07
$160.50
$23.56
$3,534.00
$13.85
$2,0]].50
$0.01
$1.50
$15.10
$2,265.00
534.00
$5,100.00
$0.01
$1.50
$0.01
$1.50
19
2106.601
Dewatedn
L5
1
$15,000.00
$15,000.00
$1.07
$1.07
$0.01
$0.01
56,084.75
$6,064.75
$1.00
$1.00
1 $0.01
$0.01
$6,000.00
$6,000.0()
$0.01
$0.01
$21,060.00
$21,060.00
20
2112.519
Subgrade Preparation
RDST
33.1
$250.00
$8,275.00
$186.75
$6,181.43
$350.00
$II,SS5.00
$288.09
$9,535.78
$300.00
$9,930.00
$664.35
$21,989.99
$309.0
$10,227.90
$200.00
$6,620.00
$230.00
$7,613.00
21
2130.523
Water
MGAL
50
$50.00
$2,500.00
$37.52
$1,876.0
$75.00
$3,750.00
$49.64
$2,482.00
$33.00
$1,650.00
$76.15
$3,807.50
$33.00
$1,650.00
$0.01
$0.50
$74.40
$3,720.00
22
2211.507
Aggre ate Base Class 5(LV)
CY
660
S15.00
$9,900.00
$5.61
$3,702.60
$6.87
$4,534.20
55.93
$3,913.80
$0.01
$6.60
535.80
$10,428.00
532.00
$7,920.00
$5.00
$3,300.00
$0.01
$6.60
23
2211.607
Place Salvaged Reclaim Material (CV) (P)
CY
410
530.00
$4,100.00
$7.93
$3,251.30
$17.33
$7,105.30
$13.61
$5,580.10
$10.00
$4,100.00
$6.45
$2,644.50
$17.00
$6,970.00
$10.00
$4,100.00
$11.71
$4,801.10
24
2215.504
Full Depth Reclamation
SY
99W
$1.10
$10,934.00
$0.88
$8,747.20
$0.99
59,840.60
$0.81
S8,051AO
$4.00
$39,760.00
$2.50
$24,850.00
$2.00
$19,880.00
$1.75
$17,395.00
52.00
$19,880.00
25
2357.506
Bituminous Material For Tack Coat
Gal
560
$4.00
$2,240.00
$4.13
$2,312.80
$3.50
$1,960.00
$2.94
$1,646.40
$0.01
$5.60
$5.30
$2,968.00
$3.00
$1,680.00
$5.30
$2,968.00
$5.00
$2,800.00
26
2360.509
Type SP 9.5 Wearing Course Mix (2,C)
TN
920
$82.00
$75,440.00
$88.55
$81,466.00
$89.48
$82,321.60
$87.73
$80,693.20
$80.37
$73,940.40
$87.10
$80,132.00
$97.00
$89,240.00
$87.00
$80,040.00
$93.89
$86,378.80
27
2360.509
Type SP 9.5 Wearing Course Mix 2,6 -Driveways
TN
80
$110.00
$8,800.00
$177.61
$14,208.80
$170.55
$13,644.00
$205.09
$16,407.20
$119.91
$9,592.80
$233.80
$18,704.00
$180.00
$14,400.00
$200.00
$16,000.00
$215.22
$17,217.60
28
2360.509
Type SP 12.5 Wearing Course Mixture(2,C)
TN
920
$80.00
$73,600.00
$83.58
$76,893.60
$84.98
$78,181.60
$82.]]
$76,148.40
$75.44
$69,404.80
$82.20
$75,624.00
$97.00
$89,240.00
$82.00
$75,440.00
$88.62
$81,530.40
29
2451.607
Trench Stabilization Material (CV)
CV
50
$50.00
$2,500.00
$46.09
$2,304.50
$28.00
- $1,400.00
$36.72
$1,836.00
$52.00
$2,600.00
$0.01
$0.50
$39.00
$1,950.00
$54.00
$2,700.00
$98.88
$4,944.00
30
2501.502
15" RC Pipe Apron & Gone Des 31000
EA
2
$1,900.00
$3,800.00
$2,958.36 1
$5,916.72
$2,280.00
$4,560.00
$1,573.65
$3,147.30
$2,870.40
$5,740.80
$3,062.00
$6,124.0
$1,670.00
$3,340.00
$3,000.00
$6,000.00
$2,280.00
$4,560.00
31
2501.502
IS" RC Pipe Apron &Grate Des 31006
EA
1
$2,200.00
$2,200.00
$3,151.30
$3,151.30
$2,528.15
$2,528.15
$3,252.19
$3,252.19
$3,057.60
$3,057.60
$3,250.00
$3,250.00
$3,450.00
$3,450.00
$3,100.00
$3,100.00
$2,400.00
$2,400.00
32
2501.502
IS" CS Safety Apron &Grate Des 3128
EA
1
$1,000.00
$1,000.00
$1,061.15
$1,061.15
$600.00
$600.00
$760.59
$760.59
$1,029.60
51,029.60
$1,789.00
$1,789.00
$807.00
$807.00
$1,700.00
$1,700.00
$3,080.0
$1,080.00
33
2501.602
15" Skimmer
EA
1
$4,500.00
$4,500.00
$4,180.29
$4,180.29
$3,694.36
$3,694.36
$3,357.10
$3,357.10
$4,056.00
$4,056.00
$3,725.00
$3,725.00
$3,560.00
$3,560.00
$5,300.00
$5,300.00
$4,800.00
$4,800.00
34
2501.602
18" Skimmer
EA
2
$4,750.00
$9,500.00
$5,841.69
$11,683.38
$5,292.67
$10,585.34
$6,399.49
$12,798.98
$5,668.00
$11,336.00
$5,241.00
$10,482.00
$6,790.00
$13,580.00
$7,000.00
$14,000.00
$6,000.00
$12,000.00
35
2501.602
IS" Dissipater
EA
1
$4,500.00
$4,500.00
$5,112.81
$5,112.81
$4,592.84
$4,592.84
$4,720.93
$4,720.93
$4,960.80
$4,960.80
$4,5]].00
$4,577.00
$5,010.00
$5,010.00
$6,300.00
$6,300.00
$5,760.00
$5,760.00
36
2501.602
18" Dissipater
EA
2
$4,750.00
$91500.00
$6,023.90
$12,047.80
$5,490.20
$10,9BOA0
$4,720.93
$9,441.86
$5,844.80
$11,689.60
$5,430.00
$10,860.00
$5,010.00
$10,020.00
$7,200.00
$14,400.00
$6,120.00
$12,240.00
37
2502.602
Cornett to Existing Pipe Drain
EA
1
$500.00
$500.00
5214.38
$214.38
$500.00
$500.00
$786.82
$786.82
$206.00
$208.00
$709.70
$709.70
$835.00
$835.00
$380.00
$380.00
$930.00
$930.00
38
2502.603
4" PVC Drain Tile
LF
26
$20.00
$520.00
$19.29
$501.54
$34.71
$902.46
$29.38
$763.88
$18.72
$486.72
$22.45
$583.70
$31.00
$806.00
$43.00
$1,118.00
$50.95
$1,324.70
39
2503.503
12" RC Pipe Sewer Des 3006 Class V
LF
79
$65.00
$5,135.00
$61.10
$4,826.90
$72.80
$5,751.20
$71.34
$5,635.86
$59.28
$4,683.12 1
$68.90
$5,443.10
$76.00
$6,004.00
$71.00
$5,609.00
$102.76
$8,118.04
40
2503.503
IS" RC Pipe Sewer Des 3006 Class V
LF
42
$75.00
$3,150.00
$68.60
$2,881.20
$82.90
S%481.80
$81.83
$3,436.86
$66.56
$2,795.52
$81.95
$3,441.90
$87.00
$3,654.00
$78.00
$3,276.00
$136.11
$5,716.62
41
2503.503
38" RC Pipe Sewer Des 3006 Class V
LF
41
$90.00
$3,690.00
$76.10
$3,120.10
$86.83
53,560.03
$86.03
$3,527.23
$73.84
$3,027.44
$79.65
$3,265.65
$91.00
$3,731.00
$92.00
$3,772.00
$143.00
$5,863.00
42
2503.503
16" Ductile Iron Pipe Sewer Class 52
LF
26 1
$160.00
$4,160.00
$159.71
$4,152.46
$150.36
$3,909.36
$209.82
$5,455.32
$154.96
$4,028.96
$160.25
$4,166.50
$223.00
$5,798.00
5210.00
55,460.00
5230.31
$5,988.06
43
2503.503
18" Ductile Iron Pipe Sewer Class 52
LF
35
$175.00
$6,125.00
$186.51
$6,527.85
$167.19
$5,851.65
$209.82
$],343.]0
$180.96
$6,333.60
$162.65
$5,692.75
$223.00
$7,805.00
5180.00
$6,300.00
$236.57
$8,279.95
4a
2503.503
4" PVC Pipe Sewer Sch 40
LF
180
$30.00
$5,400.00
$27.87
$5,016.60
$44.13
$7,943.40
$29.37
$5,286.60
$27.04
$4,867.20
$20.85
$3,753.00
$31.00
$5,580.00
$52.00
$9,360.00
$193.87
$34,896.60
45
2503.503
8" PVC Pipe Sewer SDR 35
LF
334
$50.00
$16,700.00
$42.87
$14,318.58
$46.68
$15,591.12
$68.19
$22,775.46
$41.60
$13,894.40
$53.15
$1],]52.10
$72.00
$24,048.00
$73.00
$24,382.00
$144.94
$48,409.96
46
2503.602
Connect to Existing Storm Sewer
EA
1
$1,000.00
$1,000.00
$2,743.99
$2,743.99
$1,000.00
$1,000.00
$786.82
$786.82
$2,662.40
$2,662.40
$1,039.00
$1,039.00
$835.00
$835.00
$1,800.00
$1,800.00
$1,200.00
$1,200.00
47
2503.602
Connect to Existing Drainage Structure
EA
2
$2,0110.00
$4,000.00
$3,344.23
$6,688.46
$1,250.00
$2,500.00
$1,258.92
$2,517.84
$3,244.80
$6,489.60
$2,678.00
$5,356.00
$1,340.00
$2,680.00
$4,100.00
$8,200.00
$1,800.00
$3,600.00
48
2503.602
Connect to Existing Sanitary Sewer
EA
1
$2,000.00
$2,000.00
$6,163.24
$6,163.24
$1,000.00
$1,000.00
$1,888.38
$1,888.38
$5,980.00
$5,980.00
$2,319.00
$2,319.00
$2,000.0
$2,000.00
$3,700.00
S3,700.00
$3,600.00
$3,600.00
49
2503.602
12" manhole Section 48"Dia.)-Sanitary Sewer
EA
1
$400.00
$400.00
$2,068.70
$3,068.70
$1,732.77
$1,732.77
$577.01
$577.01
$2,007.20
$2,007.20
53,881.00
$1,661.00
$612.00
$612.00
$1,000.00
51,000.00
$3,000.00
$3,000.00
50
2503.602
18" Manhole Section (48"Dia.)-Sanitary Sewer
EA
1
$600.00
$600.00
$2,068.70
$2,068.70
$1,760.00
$1,760.00
$786.82
$786.82
$2,007.20
$2,007.20
$11881.00
$1,881.00
$835.00
$835.00
$1,000.00
$1,000.00
$3,000.00
$3,000.00
51
2503.602
8"x4"PVC Wye
EA
6
$250.00
$1,500.00
5241.17
$3,47.02
$263.60
$1,581.60
$262.28
$1,573.68
$234.00
$1,404.01
$1,047.00
$6,282.00 1
$278.00
$1,668.00 1
$1,100.00
$6,600.00
$1,120.00
$6,720.00
52
2503.602
4" PVC Pipe Sewer Service Cleanout
EA
6
$500.00
$3,000.00
$337.64
$2,025.84
$223.94
$1,343.64
$681.91
$4,091.46
$327.60
$1,965.60
$1,002.00
$6,012.00
$724.00
$4,344.00
$510.00
53,060.00
$1,156.00
$6,936.00
53
2503.603
Clean& Televise Sanitary Sewer Main
LF
404
$5.00
$2,020.00
$5.36
$2,165.44
$4.17
$1,684.68
$2.94
$1,18].]6
$5.20
52,300.80
$2.90
$1,171.60
$8.00
$3,232.00
$1.25
$505.00
$8.40
$3,393.60
54
2503.603
Clean&Televise Storm Sewer
IF
223
$5.00
$1,115.00
$9.65
$2,151.95
$6.88
$1,534.24
$4.57
$1,019.11
$9.36
$2,087.28
$4.50
$1,003.50
$9.00
$2,007.00
$2.50
$557.50
$24.00
$5,352.00
55
2504.602
Conned to Existing Water Main
EA
2
$1,500.00
53,000.00
$3,387.11
$6,]]4.22
$1,521.80
$3,043.60
$1,258.92
$2,517.84
$3,286.40
$6,572.80
$2,302.00
$4,604.00
$1,340.00
$2,680.00
$4,000.00
$8,000.00
$3,000.00
$6,000.00
56
2504.602
Adjust Valve Box
EA
4
$300.00
$1,200.00
$482.34
$1,929.36
$550.00
$2,200.00
$531.17
$2,124.68
$450.00
$1,800.00
$909.65
$3,638.60
$390.00
$1,560.00
$370.00
$1,480.00
$750.00
$3,000.00
57
2504.602
Adjust Valve Box -F&I New Valve Box Top
EA
3
$550.00
$1,650.00
$7]1.]5
$2,315.25
$660.00
$1,980.00
$621.94
$1,865.82
$550.00
$1,650.00
$970.60
$2,931.80
$461.00
$1,383.00
$3'011.00
$3,000.00
$1,980.00
$5,940.00
58
2504.602
Expose Valve Boz
EA
3
$3,000.00
$9,000.00
$643.12
$1,929.36
$1,000.00
$3,000.00
$2,203.10
$6,609.30
5600.00
$1,800.00
$3,542.00
$10,626.00
$2,340.00
$7,020.00
$6,10().00
$18,300.00
$2,400.00
$7,200.00
59
2504.602
Replace Gate Valve Bonnet Bolts
EA
3
$750.00
$2,250.00
$2,047.27
$6,141.81
$113.94
$341.82
$1,154.00
$3,462.00
$1,986.40
$5,959.20
$222.45
$667.35
$1,220.00
$3,660.00
$730.00
$2,190.00
$2,240.00
$6,720.00
60
2504.602
Gate Valve Box &Adaptor
EA
5
S1,3DO.00
$5,500.00
S1,897.21
$9,486.05
5550.00
$2,750.00
$962.59
$4,812.95
$1,640.80
$9,204.00
$641.90
$3,209.50
5724.00
$3,620.00
$850.00
$4,250.00
$2,220.00
$11,300.110
61
2504.602
Irrigation System Modifications
EA
130
$75.00
$9,750.00
$101.83
$13,237.90
5205.00
$26,650.00
$123.65
$16,074.50
$124.80
$16,224.00
$120.00
$15,600.110
$134.00
$37,420.00
$200.00
$26,000.00
$144.00
518,720.00
62
2504.602
Hydrant
EA
1
$5,000.00
$5,000.00
$6,742.06
$6,742.06
$5,984.18
$5,984.18
$5,035.66
$5,035.66
$6,541.60
$6,541.60
$7,026.00
$7,026.00
$5,350.00
$5,350.00
$7,800.00
$7,800.00
$8,580.00
$8,580.00
63
2504.602
6" Gate Valve
EA
1
$2,300.00
$2,300.00
$2,690.39
$2,690.39
$2,356.61
$2,356.61
$3,637.78
$3,637.78
$2,610.40
$2,610.40
$2,732.00
$2,732.00
$3,560.00
$3,560.00
53,000.00
$3,000.00
53,600.00
$3,60D.00
64
2504.602
8" Gate Valve
EA
2
$3,000.00
$6,000.00
$3,730.11
$7,460.22
$3,565.87
$7,131.74
$5,000.81
$10,001.62
$3,619.20
$7,238.40
$3,974.00
$7,948.00
$5,010.00
$10,020.00
$4,100.00
$8,200.00
$4,560.00
$9,120.00
65
2504.602
1"Co oration Stop
EA
9
$300.00
$2,700.00
$230.45
$2,074.05
$205.47
$1,849.23
$1,154.01
$10,386.09
$223.60
$2,012.40
$1,164.00
$30,476.00
$1,220.00
$10,980.00
$460.00
$4,140.00
$920.00
$8,280.00
66
2504.602
1" Curb Stop &Box
EA
9
$400.00
53,600.00
$428.75
$3,858.75
$387.94
$3,491.46
$919.39
$8,274.51
$416.00
$3,744.00
$1,338.00
$12,042.00
$947.00
$8,523.00
$620.00
$5,580.00
$1,130.00
$10,170.00
67
2504.603
1" Type K Copper Pipe
LF
285
$24.00
$6,840.00
$31.08
$8,857.80
$45.20
$12,882.00
$36.72
$10,465.20
$30.16
$8,595.60
$26.80
$7,638.00
$39.00
531,115.00
$48.00
$13,680.00
$62.53
$17,821.05
68
2504.603
6" Watermain Ductile Iron CL 52
LF
12
$45.00
$540.00
$57.88
$694.56
$67.85
$814.20
$83.93
$1,007.16
$56.16
$673.92
$60.50
$726.00
$89.00
$1,068.00
$113.00
$1,356.00
$142.00
$1,704.00
69
2504.603
8" Watermain Oudlle l ron CL 52
LF
600
$55.00
$33,000.00
$69.67
$41,802.00
$74.20
$44,520.00
$78.68
$47,208.00
567.60
$40,560.00
$90.55
$54,330.00
$84.00
$50,400.00
$107.00
$64,200.00
5137.60
$82,560.00
70
2504.604
4" Polystyrene Insulation
SY
10
$50.00
$500.00
$69.67
$696.70
$60.00
$600.00
$57.70
$5]].00
S67.60
$676.00
$47.05
$470.50
$61.00
$610.00
$128.00
$3,280.00
$67.20
$672.00
71
2504.608
Ductile l non Fittings
LBS
920
$12.00 1
$11,040.00
$13.40
$12,328.00
$7.50
$6,900.00
$10.49
$9,650.80
$13.00
$11,960.00
$10.70
$9,844.00
$11.00
$10,120.00
$46.00
542,320.00
$15.81
$14,545.20
72
2506.502
Install casting -Sanita
EA
5
$6110.00
$3,000.00
$857.49
$4,287.45
$959.20
$4,796.00
$]48.36
$3,741.80
$1,092.00
$5,460.00
51,512.00 I
$7,560.00
$278.00 1
91,390.00
$1,300.00
56,500.00
$960.00
$4,800.00
73
2506.502
Install Casting - Storm
EA
4
$600.00
$2,400.00
$176.86
S707A9
$1]6.00
$704.00
$161.37
$645.48
$1,092.00
$4,368.00
S325.55
$50.20
$390.00
51,560.00
$1,200.00
54,800.o0
$690.00
$2,760.00
74
2506.502
Casting Assembly - Sanita
EA
3
$800.00
$2,400.00
$1,264.81
$3,794.43
$1,430.00
$4,290.00
$1,190.27
$3,570.81
$1,227.20
$3,681.60
$3,938.00
$5,814.00
$501.00
$1,503.00
$1,800.00
$5,400.00
$1,180.00
$3,540.00
75
2506.502
Casting Assembly - Stone
EA
11 1
800.00
$81800.00
$1,093.31
$12,026.41
$938.30
$10,321.30
$917.03
$10,087.33
$1,060.80
$11,668.80
$844.85
$9,293.35
$724.00
$7,964.00
$1,800.00
$19,800.00
$1,617.27
$17,789.97
76
2506.602
Construct Drainage Structure, Type 401
EA
2
$2,200.00
$4,400.00
$3,365.67
$6,731.34
$2,246.28
$4,492.56
$2,937.47
$5,874.94
$3,265.60
$6,531.20
$3,996.00
$7,992.00
$3,120.0
$6,240.00
$2,70D.00
$5,400.00
$3,960.0
$7,920.00
]]
2506.602
Construct Drainage Structure, Type 420
EA
6
$2,600.00
$15,600.00
$2,915.48
$17,492.86
$3,73].79
$10,426.74
$3,042.38
$18,254.28
$2,828.80
$16,972.80
$2,903.00
$1],418.00
$3,230.00
$19,380.00
$2,300.00
$13 min.
$3,440.00
$20,640.00
78
2506.602
Construct Drainage Structure, Type 421-48"Dia.
EA
1
$5,000.00
$5,000.00
$3,976.64
$3,976.64 1
$2,857.74
52,857.14
$6,189.66
$6,189.66
$3,858.40
$3,858.40
$4,615.00
$4,615.00
$6,570.00
$6,570.110
$5,000.00
$5,000.00
$5,760.00
$5,760.00
79
2506.602
Construct Drainage Structure, Type 421-60"Dia.
EA
3
$6,000.00___..$18,000,00..___$8,328.42.
_ $24,985.26____$7.253JJ
$21,]61.31
$],133.85
$21,401.55
$8,080.80
$24,242.40
$8,882.00
526,646.00
$7,570.0
$22,710.00
$8,500.00
$25,500.00 1
59,200.00
$27,600.00
SO
2506.602
Construct Sanitary Sewer Manhole - Type 301
EA
3
$5,000.00
$15,000.00
$6,023.90
518,0]1.]0
$5,142.73
$15,428.19
$6,189.66
$18,566.98
$5,844.80
$17,534.40
$6,133.00
$18,399.00
$6,570.00
$19,710.00
$6,000.00
$18,000.00
$6,000.00
$24,00000
81
2511.507
Random Riprap Class 111
CV
26
$10000
$2,600.00
$153.28
$3,965.28
$98.00
$2,548.00
$99.66
$2,591.16
$148.72
$3,866.72
$139.80
$3,634.80
$106.00
$2,756.00
$129.00
$3,354.00
$134.77
$3,504.02
82
2531.503
Concrete Curb and Gutter Surmountable
LF
6750
$22.00
$148,500.00
$15.54
$104,895.00
$16.62
$112,185.00
$16.44
$110,970.00
$18.88
$127,440.00
$15.90
$107,325.00
$16.00
$108,000.00
$15.00
$101,250.00
$18.01
$121,567.50
83
2531.504
6" Concrete Driveway Pavement
SY
320
$70.00
$22,400.00
$66.46
$21,267.20
$67.02
$21,446.40
$70.64
$22,604.80
$77.69
$24,860.80
567.10
$21,472.00
$70.00
$22,400.00
$63.00
$20,160.00
$107.62
$34,438.40
84
2563.601
TaffcControl
LS
1
$4,000.00
$4,000.00
$2,036.55
$2,036.55
$2,100.00
$2,100.00
$1,928.50
$1,928.50
$25,896.00
$25,896.00
$1,900.00
$1,900.0
$2,120.00
$2,120.00
$1,900.00
$1,900.00
$14,280.00
$14,280.00
85
2573.502
Storm Drain Inlet Protection
EA
13
$160.00
$2,080.00
$176.86
$2,299.18
$125.00
$1,625.00
$396.25
$5,151.25
$125.00
$1,625.00
$295.65
$3,843.45
$167.00
$2,171.00
$160.00
$2,080.00
$162.00
$2,106.00
86
2573.503
Silt Fence, Type HI or MS
LF
75
$5.00
$375.00
$4.56
$342.00
$5.OD
$375.00
$5.15
$386.25
$5.20
$390.00
$5.00
$375.00
$6.00
$450.00
$4.25
$318.75
$6.00
$450.00
87
2573.503
Sediment Control Log Type Wood Chip
LF
100
$4.00
$400.00
$4.56
$456.00
$8.00
$800.00
$5.15
$515.00
$5.20
$520.00
$5.00
$500.00
$6.00
$600.00
$4.25
$425.00
$6.00
$600.00
B8
2573.607
Rock Ditch Check -1.5"Nom. Diameter
CY
20
$50.0
$1,000.00
$91.11
$1,822.20
$100.00
$2,000.00
$20].]8
$4,155.60
$260.00
$5,200.00
$85.65
51,733.00
$111.00
$2,220.00
$91.00
$1,820.00
5108.60
$2,172.00
89
2574.507
Loam Topsoil Borrow (LV)
CY
12W
$32.00
$40,320.00
$38.59
$48,623.40
$36.00
$45,360.00
$30.91
$38,946.60
$31.20
$39,312.00
$30.00
$37,800.00
$33.00
$41,580.00
$28.00
$35,280.00
$36.00
$45,360.00
90
r 2574.506
Fertilizer Type
LB
40 1
$5.00
$200.00 I
$1.34
$53.60
$1.10
$44.00 I
$1.03
541.20
$1.04
$41.60
$1.00
$40.00
55.00
$40.00 I$1.25
$5,700.00
$50.00
$1.20
$48.00
91
2575.504
Sodding Type Lawn
SY
7820
$9.00
$70,380.00
$8.41
$65,]66.20
$].70
$60,214.00
$8.34
$65,218.80
$7.28
$56,929.60
$].00
$54,740.00
$8.00
$62,560.00
$7.85
$61,38].00
$8.40
$65,688.00
92
25]5.504
Rolled Erosion Prevention Category 20
SY
920
$3.00
$2,]60.00
$2.04
$1,876.80
$4.50
$4,140.00
$4.12
$3,]90.40
$4.16
$3,82].20
$4.00
$3,680.00
$4.00
$3,680.00
$1.90
$1,748.00
$4.80
$4,416.00
93
2575.505
Seeding
ACRE
0.2
$1,500.00
$300.00
$]50.30
$150.06
$10,648.00
$2,129.60
$9,9]4.80
$1,994.96
$10,086.00
$2,017.60
$9,680.00
$1,936.00
$10,780.00
$2,156.00
$700.00
$140.00
$11,616.00
$2,323.20
94
2575.505
Weed Spraying
ACRE
0.5
$1,000.00
$500.00
$1,607.82
$803.91
$1,100.00
$550.00
$1,030.44
$515.22
$1,040.00
$520.00
$1,000.00
$500.00
$1,110.00
$555.00
$1,500.00
$750.00
$1,200.00
$600.00
95
2575.508
Seed Mixture 25-151
LB
40
$8.00
$320.00
$7.40
$296.00
$6.60
$264.00
$6.18
$24].20
$6.24
$249.60
$6.00
$240.00
$7.00
$280.00
$6.90
$276.00
$7.20
$288.00
$1,840.00
$1,840.00
C.P. 23-02-20235treet ReconsVuttion
$1,700.00
$7,980.00
$7,980.00
$912,624.00
115
$905,545.25
Storm Drain Inlet Protection
$930,861.]5
19
$963,370.]3
$3,515.00
$956,338.06
$3,767.70
$1,032,240.55
$2,375.00
$1,023,254.90
$7,529.13
$1,00],906.96
$2,375.00
$1,295,18].]9
CP. 23-08- 2023 Curb, Sidewalk&Peal Ramp Regain
Engineer Estimate
North Valley, Inc.
Northwest Asphalt, Inc.
Park Construction Company
T. A. Schifsky
& Sons, Inc
Douglas -Kerr Underground, LLC
Bituminous Roadways Inc
Kuechle Underground Inc.
Drexel Contracting Inc.
Item Care
Une Rem
Item Code
Rem Description
UofM
Quantity
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Pdce
Extension
Unit Price
Extension
Unit Price
Extension
Unit Pdce
Extension
Mobilization
101
2021.501
Mobilization
LS
1
53,000.00
$3,000.00
$4,716.22
$4,716.22
$9,000.00
$9,000.00
$0.01
$0.01
$4,500.00
$4,500.00
$3,833.00
$3,833.00
$8,030.00
$8,030.00
$7,900.00
$7,900.00
$33,750.00
$33,750.00
EA
102
2104.502
Salvage Casting (Storm)
EA
19
$275.00
$5,225.00
$160.78
$3,054.82
$275.00
$5,225.00
$219.29
$4,166.51
$350.00
$6,650.00
$186.20
$3,537.60
$195.00
$3,705.00
$500.00
$91500.00
$315.79
$6,000.01
900
103
2104.503
Remove Curb &Gutter
IF
975
$10.00
$9,750.00
$14.10
$13,]4].50
$9.08
$8,653.00
$8.06
$7,878.00
$10.00
$9,750.00
$7.05
$6,873.75
$6.00
$5,850.00
$6.00
$5,850.00
$4.37
$4,260.75
$6.00
104
2104.503
Sawing Concrete Pavement (Full Depth)
LF
50
$3.00
$150.00
$10.72
$536.00
$5.00
$250.00
$4.06
$203.00
$5.00
$250.00
$3.55
$1]].50
$5.00
$250.00
$4.00
$200.00
$6.00
$300.00
$9,925.00
105
2104.503
Sawing Bit Pavement (Full Depth)
LF
975
$2.0D
$1,950.0
$4.29
$4,182.75
$3.50
$3,412.50
$2.41
$2,349.75
$3.50
$3,412.50
$2.65
$2,583.75
$2.00
$1,950.00
$3.00
$2,925.00
$2.40
$2,340.00
106
2104.504
Remove Concrete Walk
SF
125
$5.00
$625.00
$5.36
$670.00
$1.65
$206.25
$1.61
$201.25
$1.00
$125.00
$2.10
$262.50
$2.00
$250.00
$1.00
$125.00
$6.29
$786.25
$0.78
107
2104.518
Remove Bituminous Pavement
SF
1470
$2.00
$2,940.00
$3.22
$4,733.40
$1.26
$1,852.20
$1.13
$1,661.10
$0.75
$1,102.50
$0.60
$882.00
$2.00
$2,940.00
$1.00
$1,470.00
$1.20
$1,764.00
$1,286.22
108
2211.509
Aggregate Base Class 5
TN
30
$40.00
$1,200.00
$21.44
$643.20
$30.63
$918.90
$15.02
$450.60
$0.01
$0.30
$23.60
$708.00
$38.00
$1,140.00
$50.0
$1,500.00
$82.81
$2,484.30
$39.76
109
2360.509
Type SP 12.5 Bit Mixture for Patching 2,B)
TN
30
$140.00
$4,200.00
$321.56
$9,646.80
$220.22
$6,606.60
$182.11
$5,463.30
$300.00
$9,000.0
$224.85
$6,745.50
$190.0
$5,700.00
$180.0
$5,400.00
$389.65
$11,669.50
$6,759.20
110
2506.502
Rnstall Casting - Storm
EA
19
$400.00
$7,600.00 1
$176.86
$3,360.34 1
$176.00
$3,344.00 1
$161.37
$3,066.03 1
$500.00
$9,500.00 1
$125.55
$2,385.45 1
$4,670.00
$88,730.00 1
$1,00D.00
$191000.00
$420.00
$7,980.00
$10.37
111
2521.518
4" Concrete Walk
SF
125
$10.00
$1,250.00
$16.06
$2,010.00
$8.30
$1,037.50
$15.46
$1,932.50
$11.39
$1,423.75
$15.00
$1,875.00
$17.00
$2,125.00
$15.00
$1,875.00
$14.33
$1,791.25
$2,451.80
112
2531.503
Concrete Curb and Gutter 8618
LF
775
$30.00
$23,250.00
$34.64
$27,001.00
$38.50
$29,837.50
$34.69
$26,884.75
$35.88
$27,807.00
$33.90
$26,272.50
$36.00
$27,900.00
$33.00
$25,575.00
$34.01
$26,357.75
$1.00
113
2531.503
Concrete Curb and Gutter - Surmountable
LF
200
$30.00
$6,000.00
$34.84
$6,968.0
$38.50
$7,700.00
$34.70
$6,940.00
$35.36
$],0]2.00
$33.90
$6,780.00
$36.00
$7,200.00
$33.00
$6,600.00
$32.98
$6,596.00
$104,280.00
114
2563.601
Traffic Control
LS
1
$2,000.00
$2,000.00
$1,768.58
$1,768.58
$3,000.00
$3,000.00
$1,6]4.]5
$1,674.75
$3,276.00
$3,276.00
$1,650.00
$1,650.00
$1,840.00
$1,840.00
$1,700.00
$1,700.00
$7,980.00
$7,980.00
$76.15
115
2573.502
Storm Drain Inlet Protection
EA
19
$185.00
$3,515.00
$198.30
$3,767.70
$125.0
$2,375.00
$396.27
$7,529.13
$125.03
$2,375.00
$295.65
$5,617.35
$167.00
$3,173.00
$160.00
$3,040.00
$180.00
$3,420.00
$6,568.50
116
2574.507
Loam Topsoil Borrow(LV)
CY
EO
$65.00
$3,900.00
$80.39
$4,823.40
$66.00
$3,960.00
$61.83
$3,709.80
$62.40
S3,744.00
$60.00
$3,600.00
$67.0
$4,020.00
$40.00
$2,400.00
$72.00
$4,320.00
117
2575.504
Rolled Erosion Prevention Category 20
SY
220
$9.00
$1,980.00
$2.04
$448.80
$5.50
$1,210.00
$5.15
$1,133.00
$5.20
$1,144.00
$5.00
$1,100.011
$6.00
$1,320.00
$1.90
$418.00
$6.00
$1,320.00
$12.00
118
2575.505
Seeding
ACRE
0.05
$5,000.00
$250.00
$750.40
$37.52
$10,648.00
$532.40
$9,974.80
$498.74
$10,088.00
$504.40
$9,680.00
$484.00
$10,780.00
$539.00
$700.00
$35.00
$11,616.00
$560.80
$24,390.00
119
2575.508
Seed Mixture 25-151
LB
10
$12.00
$120.00
$7.40
$74.00
$6.60
$66.00
$6.18
$61.80
$6.24
$62.40
$6.00
$60.00
$7.00
$70.00
$6.90
$69.00
$7.20
$72.00
$87.00
$1,000,500.00
$95.09
C.P. 23-08- 2023 Curb, Sidewalk&Ped Ramp Repalm
221
2360.509
Type SP 9.5 Wearing Course Mix (2,B) -Driveways
$78,905.00
20
$92,190.3
$2,400.00
$891386.85
$3,751.60
$75,804.02
$3,411.00
$91,698.85
$5,138.80
$75,428.10
$2,398.20
$166,732.00
$6,415.00
$95,582.00
$3,700.00
$123,792.61
$5,200.00
C.P. 2347-2023 Full Depth Reclamation
Engineer Estimate
North Valley, Inc.
Northwest Asphalt, Inc.
Park Construction Company
T. A. Schifsky & Sons, Inc
Douglas -Ken Underground, LLC
Bituminous Roadways Inc.
Kuechle Underground Inc.
Dresel Contracting Inc.
Une Item
Item Care
Item Description
UofM
Quantity
Unit Price
Extension
Unitprice
Extension
Unit Price
Extension
Unit Price
Extension
Unit Pdce
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
201
2021.501
Mobilization
LS
1
$$00,800.00
$100,000.00
$100,747.62
$100,]4].62
$94,728.00
$94,728.00
$225,495.00
$225,495.00
$171,000.00
$171,000.00
$25,678.00
$25,678.00
$30,000.00
$30,000.00
$82,000.00
$82,000.00
$209,160.00
$209,160.00
202
2104.502
Salvage Casting (Storm(
EA
31
$175.00
$5,425.00
$160.78
$4,984.18
$165.00
$5,115.00
$160.40
$4,972.40
$200.00
$6,200.00
$186.15
$5,]]0.65
$195.00
$6,045.00
$660.00
$20,460.00
$580.65
$38,000.15
203
2104.503
Remove Curb&Gutter
LF
900
$8.50
$7,650.00
$8.60
$7,740.00
$7.39
$6,651.00
$10.60
$9,540.00
$10.00
$9,000.00
$7.05
$6,345.00
$6.00
$5,400.00
$5.00
$4,500.00
$11.13
$10,017.00
204
2104.503
Sawing Concrete Pavement (Full Depth)
LF
80
$6.00
$480.00
$6.43
$514.40
$5.00
$400.00
$4.06
$324.80
$3.00
$240.00
$3.55
$284.00
$5.00
$400.00
$4.00
$320.00
$4.80
$384.00
205
2104.503
Sawing Bit Pavement (Full Depth)
LF
3970
$2.50
$9,925.00
$0.01
$39.70
$3.00
$11,910.00
$2.41
$9,56].]0
$3.00
$11,910.00
$2.65
$10,520.50
$2.00
$7,940.00
$1.00
$3,970.00
$2.40
$9,528.00
206
2104.518
Remove Concrete Pavement
SF
490
$2.80
$1,372.00
$2.14
$1,048.60
$2.05
$1,004.50
$1.46
$715.40
$1.00
$490.00
$0.80
$392.00
$3.00
$1,470.00
$1.00
$490.00
$3.21
$1,572.90
207
2104.518
Remove Bituminous Pavement
SF
10420
$1.00
$10,420.00
$0.78
$8,127.60
$1.03
$10,732.60
$0.56
$5,835.20
$1.00
$10,420.00
$1.20
$12,504.00
$1.00
$10,420.00
$0.75
$7,815.00
$0.72
$7,502.40
208
2104.602
Salvage and Reinstall Mailbox
EA
6
$180.00
$1,080.00
$214.37
$1,286.22
$220.00
$1,320.00
$203.00
$1,218.00
$200.00
$1,200.00
$200.00
$1,200.00
$223.00
$1,338.00
$200.00
$1,200.00
$330.00
$1,980.00
209
2105.607
Common Excavation (EV)
CY
20
$40.00
$800.00
$42.87
$857.40
$39.76
$795.20
$49.34
$986.80
$40.00
$800.00
$28.05
$561.00
$64.00
$1,280.00
$100.00
$2,000.00
$120.00
$2,400.00
210 1
2105.607
Subgade Excavation (EV)
CY
1 170
$25.00 1
$4,250.00
$21.44 1
$3,644.80
$39.76
$6,759.20
$23.62
S4,015.40
$20.00
$3,400.00
$14.45 1
$2,456.50
$39.00
S6,630.00
$0.01
$1.701
$34.80
$5,916.00
211
2105.607
Salvage Reclaim Material (LV)
CY
12430
$12.00
$149,160.00
$13.83 1
$171,906.90
$7.54
$93,722.20
$10.37
$128,899.10
$0.01
$124.30
$12.35
$153,510.50
SELL
$74,580.00
$0.01
$124.30
$21.75
$270,352.50
212
2105.607
Select Granular Borrow (LV)
CY
230
$22.00
55,060.00
$1.07
$246.10
$21.41
$4,924.30
$10.66
$2,451.80
$0.01
$2.30
$11.15
$2,564.50
$35.00
$8,050.00
$0.01
$2.30
$0.01
52.30
213
2106.601
Dewatedng
LS
1
$20,000.00
$20,000.00
$1.07
$1.07
$0.01
$0.01
$3,357.10
$3,357.10
$1.00
$1.00
$8,228.00
$6,228.00
$3,560.00
$3,560.00
$0.01
$0.01
$21,600.00
$21,600.00
214
2112.519
Subgrade Preparation
RDST
347.6
$225.00
$78,210.00
$160.63
$55,834.99
$437.40
$152,040.24
$144.18
$50,116.97
$300.00
$104,280.00
$511.45
$177,780.02
$329.00
$114,360.40
$200.00
$69,520.00
$240.00
$83,424.00
215
2130.523
Water
MGAL
150
$50.00
$7,500.00
$45.02
$6,753.00
$50.00
$7,500.00
$49.65
$],44].50
$35.00
$5,250.90
$76.15
$11,422.50
$33.00
$4,950.00
$0.01
$1.50
$62.0
$9,300.00
216
2211.509
Aggregate Base Class 5
TN
290
$28.00
$8,120.00
$10.72
$3,108.80
$28.11
$8,151.90
$6.06
$1,757.40
$0.01
$2.90
$22.65
$6,568.50
$11.00
$3,190.00
$0.01
$2.90
$0.01
$2.90
217
2215.504
Full Depth Reclamation
SY
116150
$1.10
$127,765.00
$0.88
$102,212.00
$0.99
$114,988.50
$0.69
$80,143.50
$4.00
$464,600.00
$1.20
$139,380.00
$1.70
$197,455.00
$3.25
$377,487.50
$1.28
$148,672.00
218
2232.504
Mill Bituminous Surface (1.5")
SY
80
$25.00
$2,000.00
$10.72
$857.60
$21.31
$1,704.80
$5.67
$453.60
$12.00
$960.00
$5.60
$448.00
$12.00
$960.00
$5.60
$448.00
$12.98
$1,038.40
219
2357.506
Bituminous Material For Tack Coat
Gal
8130
$4.011
$32,520.00
$0.01
$81.30
$3.50
$28,455.00
$3.05
$24,796.50
$0.01
$81.30
$3.60
$29,268.00
$3.00
$24,390.00
$3.60
$29,266.00
$0.01
$81.30
220
2360.509
Type SP 9.5 Wearing Course Mix (2,C)
TN
11500
$80.00
$920,000.00
$86.85
$1,021,]]5.00
$89.48
$1,029,020.00
$83.00
$954,500.00
$80.37
$924,255.00
$86.60
$995,900.00
$90.00
$1,035,000.00
$87.00
$1,000,500.00
$95.09
$1,093,535.00
221
2360.509
Type SP 9.5 Wearing Course Mix (2,B) -Driveways
TN
20
$120.00
$2,400.00
$187.58
$3,751.60
$170.55
$3,411.00
$256.94
$5,138.80
$119.91
$2,398.20
$320.75
$6,415.00
$185.DD
$3,700.00
$260.00
$5,200.00
$227.30
$4,546.00
222
2360.509
Type SP 12.5 Wearing Course Mixture (2,C)
TN
11500
$78.00
$897,000.00
$82.11
$944,265.00
$84.91
$976,465.00
$78.00
$897,000.00
$75.44
$867,560.00
$81.70
$939,550.00
$90.00
$1,035,000.00
$82.00
$943,000.00
$87.07
$1,001,305.00
223
2360.509
Type SP 12.5 Bit Mixture for Patching (2,C)
TN
20
$135.00
$2,700.00
$241.17
$4,823.40
$225.76
$4,515.20
$236.92
$4,738.40
$150.00
$3,000.00
$300.75
$6,015.00
$185.00
$3,700.00
$240.00
$4,800.00
$292.24
$5,844.80
224
2504.602
Adjust Valve Box
EA
5
$300.00
$1,500.00
$503.78
$2,518.90
$550.00
$2,750.00
$434.25
$2,171.25
$470.00
$2,350.00
$909.65
$4,548.25
$390.00
$1,950.00
$770.00
$3,850.00
$750.00
$3,750.00
225
2504.602
Adjust Valve Boz-F&I New Valve Box Top
EA
10
$550.00
$5,500.00
$771.75
$7,717.50
$660.00
$6,600.00
$524.76
$5,247.60
$720.00
$7,200.00
$970.60
$9,706.90
$461.00
$4,610.00
$1,400.00
$14,000.00
$1,020.00
$10,200.00
226
2504.602
Expose Valve Box
EA
82
$3,000.00
$246,000.00
$643.12
$52,735.84
$2,166.67
$1]],666.94
$2,203.10
$180,654.20
$624.00
$51,166.00
$3,542.00
$290,444.00
$2,340.00
$191,880.00
$6,100.00
$500,200.00
$2,048.78
$167,999.96
227
2504.602
Replace Gate Valve Bonnet Bolts
EA
82
$750.00
$61,500.00
$2,04].2]
$167,876.14
$362.97
$29,763.54
$1,525.37
$125,080.34
$1,986.40
$162,864.80
$222.45
$18,240.90
$1,220.00
$100,040.00
$730.00
$59,860.00
$1,478.05
$121,200.10
228
2504.602
Gate Valve Box &Adaptor
EA
82
$1,100.00
$91
$1,697.21
$155,571.22
$700.00
$57,400.00
$1,053.28
$86,368.96
$1,840.80
$150,945.60
$641.90
$52,635.80
$724.00
$59,368.00
$850.00
$69,700.00
$2,063.41
$169,199.62
229
2504.602
Irrigation System Modifications
EA
30
$80.00
$800.00
$133.98
$1,339.80
$182.00
$1,820.00
$170.03
$1,700.30
$171.60
$1,716.00
$165.00
$1,650.00
$184.00
$1,840.00
$200.00
$2,000.00
$198.00
$1,980.00
230
2506.502
Adjust Fame&Rare Casting
EA
172
$600.0
$103,200.00
$1,066.51
$183,439.72
$1,083.04
$186,282.88
$1,055.24
$181,501.28
$1,034.80
$177,985.60
$1,603.00
$2]5,]16.00
$855.00
$147,060.00
$1,200.0
$206,400.00
$1,104.53
$189,979.16
231
2506.502
Casting Assembly - Sanitary
EA
5
$700.00
$3,500.00 1
$1,264.81
$6,324.051
$1,430.00
$7,150.00 1
$1,190.28
$5,951.40
$1,227.20
$6,136.00
$1,938.00
591690.00
$1,930.00
$9,650.00
$1,600.00
$8,00000
$1,080.00
$5,400.00
232
2506.502
Casting Assembly -Storm
EA
3
$800.00
$2,400.00
$1,093.31
$3,279.93
$930.30
$2,790.90
$914.76
$2,744.28
$1,092.00
$3,276.00
$744.75
$2,234.25
$5,360.00
$16,080.0
$1,700.00
$5,100.00
$1,400.00
$4,200.00
233
2506.502
Install Casting - $tomo
EA
31
$300.00
$9,300.00
$176.86
$5,482.66
$195.50
$6,060.50
$159.10
$4,932.10
$520.00
$16,120.00
$164.75
$5,107.25
$4,660.00
$144,460.00
$1,200.00
$37,200.00
$707.42
$21,930.02
234
2506.602
Mud Existing Casting Rings
EA
70
$225.00
$15,750.00
$278.69
$19,508.30
$165.00
$11,550.0
$168.21
$11,774.70
$270.40
$38,928.00
$280.00
$19,600.00
$433.00
$30,310.00
$420.00
$29,400.00
$462.86
$32,400.20
235
2506.602
Mud Doghouse
EA
8
$350.00
$2,800.00
$401.95
$3,215.60
$450.00
$3,600.00
$367.18
$2,937.44
$390.00
$3,120.00
$280.00
$2,240.00
$390.00
$3,120.00
$830.00
$6,640.00
$480.00
$3,840.00
236
2506.607
Fill Catch Basin Sump -Pour Invert
CY
95
$675.00
$64,125.00
$450.18
$42,767.10
$400.00
$38,000.00
$472.09
$44,848.55
$436.80
$41,496.00
$585.00
$55,575.00
$501.00
$47,595.00
$880.00
$83,600.00
$555.79
$52,800.05
237
2521.618
6" Concrete Walk - Special
SF
240
$16.00
$3,840.00
$16.08
$3,859.20
$13.75
$3,300.00
$16.09
$3,861.60
$23.97
$5,752.80
$15.00
$3,600.00
$17.00
$4,080.00
$15.00
$3,600.00
$26.44
$6,345.60
238
2531.503
Concrete Curb and Gutter Surmountable
LF
1050
$35.00
$36,750.00
$34.84
$36,582.00
$38.50
$40,425.00
$33.49
$35,164.50
$33.71
$35,395.50
$33.90
$35,595.00
$36.00
$37,600.00
$33.00
$34,650.00
S32.98
$34,629.00
239
2531.504
6" Concrete Driveway Pavement
SY
490
$90.00
$44,100.00
$67.53
$33,089.70
$66.50
$32,585.00
$31.48
$15,425.20
$]].69
$38,068.10
$67.05
$32,854.50
$70.00
$34,3011.00
$63.00
$30,870.00
$83.62
$40,973.80
240
2531.602
Clean and Patch Can,. Curb &Gutter Joint
EA
300
$50.00
$15,000.00
$26.80
$8,040.00
$99.00
$29,700.00
$83.47
$25,041.00
$50.54
$15,162.00
$25.00
$7,500.00
$28.00
$8,400.00
$25.00
$7,500.00
$51.03
$15,309.00
241
2531.604
8"Concrete Valle Gutter
SY
90
$100.00 I
$9,000.00
$86.82
$7,813.80
$120.35
$30,831.50
$67.55.
$6,079.50
$125.42
$11,287.80
$86.30 1
$7,947.00
$90.00
$8,100.00
$81.00
$7,290.00
$121.38
$10,924.20
242
2531.618
Truncated Domes
SF
32
$50.00
$1,EoO.00
$64.31
$2,057.92
$60.50
$1,936.00
$64.92
$2,0]].44
$44.93
$1,43].]6
$60.00
$1,920.00
$67.00
$2,144.00
$60.00
$1,920.00
$45.36
$1,451.52
243
2563.601
Traffic Control
IS
1
$7,500.00
$7,500.00
$5,252.16
$5,252.16
$5,390.00
$5,390.00
$4,973.50
$4,973.50
$46,600.00
$46,800.00
$4,900.00
$4,900.00
$5,460.00
$5,460.00
$4,900.00
$4,900.00
$17,880.00
$17,880.00
244
2573.502
Storm Drain Inlet Pro cation
EA
125
$170.00
$21,250.00
$150.06
$18,]5].50
$125.00
$15,625.00
$188.53
$23,566.25
$125.00
$15,625.00
$270.40
$33,800.00
$167.00
$20,875.00
$160.00
$20,000.00
$162.00
$20,250.00
245
2573.503
Sediment Control Log Type Wood Chip
LF
100
$4.00
$400.00
$4.56
$456.00
$6.00
- $600.00
$5.15
$515.00
$5.20
$520.00
$5.0
$500.00
$6.00
$600.00
$4.25
$425.00
$5.25
$525.00
246
25]3.60]
Rock Ditch Check -1.5"Nom. Diameter
CY
25
$50.00
$1,250.00
$58.95
$1,4]3.]5
$100.00
$2,500.00
$20].]8
$5,194.50
$260.00
$6,500.0
$84.00
$2,100.00
$111.0
$2,]]5.00
$91.00
$2,275.00
$162.54
$4,063.50
247
25]4.50]
Loam Topsoil Borrow (LV)
CY
110
$50.00
$5,500.00
$80.39
$8,842.90
$66.00
$7,260.00
$61.83
$6,801.30
$62.40
$6,864.00
$60.00
$6,60D.00
$67.00
$],3]0.00
$40.00
$4,400.00
$63.00
$6,930.00
248
2574.508
FertillxerTpeI
LB
10
$10.00
$100.00
$1.34
$13.40
$2.20
$22.00
$20.61
$206.10
$2.08
$20.80
$2.00
$20.00
$2.00
$20.00
$1.25
$12.50
$2.10
$21.00
249
2575.504
Sodding Type Lawn
SY
340
$20.00
$6,800.00
$8.41
$2,859.40
$26.40
$8,976.00
$24.73
$8,408.20
$24.96
$8,486.40
$24.00
$8,160.00
$27.00
$9,180.00
$7.85
$2,669.00
$25.20
$8,568.00
250
2575.504
Rolled Erosion Prevention Category 20
SY
100
$8.00
$800.00
$2.04
$204.00
$8.80
$880.00
$8.24
$824.00
$8.32
$832.00
$8.00
$800.00
$9.00
$900.00
$1.90
$190.00
$8.40
$840.00
251
2575.505
Weed Spraying
ACRE
0.1
$1,500.00
$150.00
$1,607.80
$160.78
$1,100.00
$110.00
$1,030.40
$103.04
$1,040.00
$104.00
$3,000.00
$100.00
$1,110.00
$111.00
$1,500.00
$150.00
$1,050.00
$105.00
252
1 2575.505
iSeading
ACRE
0.05
$5,000.00
$250.00
9750.40
S37.521
$10,648.00
9532.40
$9,9]4.80
$498.]4 1
$10,088.00
$504.40 1
$9,680.00
$484.00 I
$10,]80.00
$539.00 I
$]00.00 I
$35.00 I
$10,164.00
$508.20
253
2575.508
Seed Mixture 25-151
LB
10
$10.00
$100.00
$7.40
$74.00
$6.60
$66.00
$6.18
$61.80
$6.24
$62.40
$6.00
$60.00
$7.00
$70.00
$6.90
$69.00
$6.30
$63.00
254
2582.503
4" Solid Line Paint
LF
220
$0.80
$176.00
$0.43
$94.60
$0.44
$96.80
$0.41
$90.20
$0.42
$92.40
$0.40
$88.00
$0.50
$110.00
$0.40
$68.00
$0.95
$209.00
255
2582.103
4"Double Solid Line Paint
LF
950
$1.60
$1,520.00
$0.86
$817.00
$0.88
$836.00
$0.81
$769.50
$0.83
$788.50
$0.80
$760.00
$0.90
$855.00
$D.80
$760.00
$0.95
$902.50
256
2582.503
18" Solid Line Paint
LF
14
$3.50
$49.00
$9.59
$134.26
$9.85
$137.90
$9.08
$127.12
$9.36
$131.04
$8.95
$125.30
$10.00
$140.00
$9.00
$126.00
$58.80
$823.20
257
2582.503
24" Solid Line Paint
LF
100
$4.50
$450.00
$12.86
$1,286.00
$13.20
$1,320.00
$12.18
$1,218.00
$12.48
$1,248.00
$12.00
$1,200.00
$13.00
$1,300.00
$12.00
$1,200.00
$4.20
$420.00
258
2582.518
Pavement Message Paint
SF
150
$3.00
$450.00
$8.57
$1,285.50
$8.80
$1,320.00
$8.12
$1,218.00
$8.32
$1,246.00
$8.00
$1,200.00
$9.00
$1,350.00
$8.00
$1,200.00
$5.25
$787.50
C.P. 23-17-2023 Full Depth Reclamation
$3,15],44].00
$3,229,5]5.43
$3,260,198.01
$3,221,608.26
$3,42],431.90
$3,440,462.92
$3,4&1,260.0
$3,]03,390.]1
Engineer EsUmate North Valley, Inc. Northwest As haft, Inc. Park Construction Company T.A.Schlts &SOns,InC Douglas -Kerr Underground, LLC Bituminous Roadwa Inc. Kuechle Underground Inc. Dresel Contrattin Inc.
Base Bid Total: $4,148,976.00 $4,22],310.]1 $4,260,466.61 $4,260,]83.01 $4,475,468.81 $4,548,131.57 $4,674,247.30 $4,806,8]9.6] $5,282,553.18
0 wff�Lrfflr
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
CC:
FROM:
SUBJECT:
DATE:
Mayor and Council Members
J
Jim Dickinson, City
David D. Berkowitz, Director
Engineer
Approve JPA with Anoka County/21-39/ Tulip St. NW & 1615 Ave. NW
Reconstruction - Engineering
April 4, 2023
INTRODUCTION8
The City Council is requested to approve the attached Joint Powers Agreement (JPA) between
Anoka County and the City of Andover for the Reconstruction of Tulip Street NW & 16151
Avenue NW, Project 21-39.
DISCUSSION
As part of the Tulip St. NW & 1615' Ave. NW reconstruction project Anoka County Highway
Department (ACED) has provided and is included in the bid a plan to improve the function of
the traffic signal at Round Lake Blvd. NW and 1615` Ave. NW. with the improvements a Joint
Powers Agreement (JPA) is required with ACHD to identify both parties' responsibility when it
comes to construction, costs and maintenance.
BUDGETIMPACT
The total estimated project cost is $1,161,100.00 in which ACHD will fund $118,400.00 toward
the traffic signal along with donating mast arms and signal equipment from their inventory and
paint the signal once all construction is complete. The City's portion of the project will be
funded by Road & Bridge Fund (reimbursed through Municipal State Aid funds) with a portion
of the total project costs for the roadway improvements assessed on a front footage basis to the
benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy and
discussed in the feasibility report.
ACTION REQUIRED
The City Council is requested to approve the attached Joint Powers Agreement (JPA) between
Anoka County and the City of Andover for the Reconstruction of Tulip Street NW & 1615`
Avenue NW, Project 21-39.
Cctfizlly submitted,
David D. Berkowitz
Attachment: JPA'
Anoka County Contract No. C0009775
JOINT POWERS AGREEMENT
FOR THE INTERSECTION IMPROVEMENTS OF
COUNTY STATE AID HIGHWAY 20 (161sT AVENUE NW)
AT COUNTY STATE AID HIGHWAY 9 (ROUND LAKE BOULEVARD)
IN THE CITY OF ANDOVER, MN
(CITY OF ANDOVER SAP #198-106-005, CP #21-39)
(ANOKA COUNTY SAP 002-620-009)
THIS AGREEMENT is made by the parties on the last date executed below, by and between the
County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka,
Minnesota 55303, hereinafter referred to as "County", and the City of Andover, 1685 Crosstown
Boulevard NW, Andover, MN 55303, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling public to
modify the signal system and pedestrian accommodations at County State Aid Highway 9 (Round Lake
Boulevard NW) at County State Aid Highway 20 (1615' Avenue NW); and,
WHEREAS, said parties mutually agree that the signal system and pedestrian accommodations at
County State Aid Highway 9 (Round Lake Boulevard NW) at County State Aid Highway 20 (161 s1
Avenue NW) are in need of modification; and,
WHEREAS, the City and County have prepared preliminary design plans for the reconstruction
of 16151 Avenue between Tulip Street and Anoka County State Aid Highway (CSAH) 9 (Round Lake
Boulevard NW) including the signal system modification at the intersection of 161' Avenue, CSAH 9,
and CSAH 20 in accordance with Anoka County and the Minnesota Department of Transportation
standards to a staff approved layout condition; and,
WHEREAS, Anoka County has jurisdiction over County State Aid Highway 9 and County State
Aid Highway 20 at the intersection of 1611 Avenue and,
WHEREAS, the City of Andover has jurisdiction over 16151 Avenue west of the intersection of 161St
Avenue and CSAH 9 and,
WHEREAS, the parties agree that it is in their best interest that the cost of said project be shared;
and,
WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint
powers agreements for the joint exercise of powers common to each.
NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED:
I. PURPOSE
The parties have joined together for the purpose of reconstructing the roadway, drainage, curb and
gutter, traffic control system, as well as other utilities on 161St Avenue and its intersection with CSAH 9
(Round Lake Boulevard) and CSAH 20 (161St Avenue) in the City of Andover (hereinafter "Project") as
Anoka County Contract No. C0009775
described in the preliminary design plans. Said engineering plans are filed in the office of the Anoka
County Highway Department and incorporated herein by reference.
The parties to this Joint Powers Agreement (JPA) agree in principle that construction of the Project is in
the best interest of the traveling public and that the Preliminary Layout as shown in Exhibit "A" defines
the preliminary design of the Project.
It is agreed that the Exhibit "A" Layout dated March 27, 2023 has been reviewed and accepted by the
parties and is suitable for preparation of final construction documents. Any significant changes made
hereafter to the design as presented in the Exhibit "A" Layout will require approval by the parties as an
amendment to this JPA. These same changes will require a change in the cost share to include any
additional design engineering costs that may occur.
II. METHOD
The City shall cause the construction of the Project as defined herein.
IMPROVEMENTS:
It is agreed by the parties that in 2023, 161st Avenue will be reclaimed and overlaid from Tulip Street to
CSAH 9 (Round Lake Boulevard), with the addition of a dedicated eastbound right and left tum lane at
the west leg of the intersection with CSAH 9 (Round Lake Boulevard) to the extent shown in "Exhibit A".
Improvements include but are not limited to: reclaim and overlay 161 St Avenue from Tulip Street to CSAH
9 (Round Lake Boulevard), traffic signal modification at 161' and CSAH 9 (Round Lake Boulevard),
addition of a dedicated right and left tum lane on the west leg of said intersection, and other design
elements at said intersection including concrete curb and gutter and pedestrian accommodations to make
said intersection compliant with all current Americans with Disabilities Act (ADA) standards.
As agreed by the parties, improvements to the following intersections have been incorporated in the
Exhibit "A" Layout design:
Dedicated Left turn/ Through / Right turn lanes on the west approach of the intersection of 161 St Ave and
CSAH 9 (Round Lake Boulevard)
RIGHT OF WAY:
The parties agree that the project can be constructed completely within the City and County right of way.
No Right of Way acquisition will be required for this project. Acquisition of any additional right-of-way
and/or easements needed for improvements made outside what is shown in the Exhibit "A" Layout will
be the responsibility of the City.
TRAFFIC SIGNALS:
The parties agree that the existing traffic control signal system at the CSAH 20 / CSAH 9 and 161"
Avenue intersection will be modified with this project. It is understood that 3 of the legs of this
Anoka County Contract No. C0009775
intersection are County owned, and one leg is City owned. As such, the parties agree that the cost of the
reconstruction of this signal shall be in accordance with the standard County cost share of 25% of the
traffic signal cost to the City, and 75% of the traffic signal cost to the County.
Following the signal modification and assuming the signal meets warrants, the ongoing traffic signal
maintenance at the CSAH 9 / CSAH 20 and 161't Avenue intersection will be consistent with Anoka
County warranted traffic signal maintenance practices, with the County 100% responsible for all
ongoing traffic signal maintenance, the City reimbursing the County 100% for all ongoing EVP
maintenance, the City 100% responsible for all luminaire maintenance, and 100% responsible for the
ongoing supply of electrical power for the traffic signal system. A Signal Justification Letter will be
prepared for this project to verify that the signal meets warrants.
The parties understand and agree that portions of 16111 Avenue may closed to thru traffic during
construction, and access for local traffic on the county legs will be maintained during construction. The
parties agree and understand the cost share for traffic control for the city shall be a prorated share based
on the city project cost divided by the total project cost.
UTILITIES:
The parties agree that the Exhibit "A" Layout does not include specific proposed utility locations, as those
will be determined during later stages of the design process. There are no current plans for any watermain
or sanitary work to occur within this Project.
PERMITS:
The parties agree that the City will secure all necessary permits for this Project. The County agrees to
coordinate with the City in securing the permits required by the Upper Rum River WMO, city permits,
as well as any other permits that may be required. The County also requests that the City inform the
County of any ordinances or city regulations that affect construction at the time of the signing of this
JPA (e.g. setbacks, tree clearing ordinances, or any other city ordinances).
III. COSTS
The contract costs of the work, or if the work is not contracted, the cost of all labor, materials, normal
engineering costs and equipment rental required to complete the work, shall constitute the "actual
construction costs" and shall be so referred to herein. "Estimated construction costs" are good faith
projections of the costs, which will be incurred for this project. Actual costs will vary and those will be
the costs for which the relevant parties will be responsible.
TRAFFIC SIGNAL COMPONENTS
The non -county furnished items necessary for the signal system modification and the associated
estimated costs can be found in Exhibit `B" table `B". These items will be condensed into a single line
item "2565.6115 REVISE SIGNAL SYSTEM". The estimated cost for this line item is $73,500.00 and
includes a 20% markup.
Anoka County will furnish one 50' mast arm and one 35' mast arm to the project, along with one signal
cabinet and controller.
Anoka County Contract No. C0009775
PRO RATED ITEMS
The plans for this Project include three components. Andover SAP 198-105-005 which is a reconstruction
project for Tulip Street, Andover SAP 198-106-005 which is a reclamation and overlay of 1615` Avenue,
and Anoka County's SAP 002-620-009 which modifies the signal at the intersection of 1615` Avenue and
CSAH 9. These components of the Project will be let together resulting in one mobilization line item, and
one traffic control line item. The cost breakdowns can be viewed in Exhibit `B" Table "A" Cost Estimate
dated 2/16/23.
PROJECT COSTS
The estimated construction cost of the total project is $1,161,100.00
The total estimated construction cost to the County is $118,400.00
The total estimated construction cost to the City is $1,042,700 [$561,900.00+$480,800.00]
Upon award of the contract, the County shall pay to the City, upon written demand by the City, ninety five
percent (95%) of its portion of the cost of the project estimated at $112,480.00. Prior to billing, this estimate
will be updated by the City to reflect the actual bid prices as awarded. An updated cost estimate shall be
provided to the County at the time of billing. The County's share of the cost of the project shall include
only construction expenses and does not include engineering design and administrative expenses incurred
by the City.
After final completion of the project or after August 18, 2023, whichever occurs first, the remainder of
the city's share of the construction cost will be determined and paid based upon actual construction
costs. If necessary, adjustments to the initial ninety five percent (95%) charged will be made in the form
of credit or additional charges to the County's share. Also, the remaining five percent (5%) of the
County's portion of the construction costs shall be paid.
The City agrees to submit to the County for review final quantities and cost within one year of project
substantial completion.
IV. TERM / TERMINATION
This Agreement shall become effective immediately upon execution, and will remain in effect until the
Project and all restoration activities are completed, with exception of the ownership and maintenance
provisions within this Agreement which shall continue indefinitely and shall survive termination of this
Agreement.
V. DISBURSEMENT OF FUNDS
All funds disbursed by the County or City pursuant to this Agreement shall be disbursed by each entity
pursuant to the method provided by law.
VI. CONTRACTS AND PURCHASES
All contracts let and purchases made pursuant to this Agreement shall be made by the City in conformance
to the State laws.
VII. STRICT ACCOUNTABILITY
Anoka County Contract No. C0009775
A strict accounting shall be made of all funds and report of all receipts and shall be made upon request by
either parry. Prior to city payment to the County, Anoka County shall provide the City a copy of all cost
participation documents submitted to MnDOT State Aid to assist the city in their application for MSA
funding.
1 /i i�Y Cf7� /:\ IJ�iI t• � Z�]�d1 d :7
The City shall at their sole expense, install and cause the installation of an adequate electrical power source
to the service cabinet for all the previously mentioned CSAH 9 / CSAH 20 and 161St Avenue traffic control
signal systems including any necessary extension of power lines. The City shall be the lead agency in this
matter. Upon completion of said traffic control signal installations, the ongoing cost of the electrical
power to the signals shall be the sole cost and expense of the City.
IX. MAINTENANCE / OWNERSHIP
A. Maintenance of the pedestrian ramps and any adjacent bituminous trail on any side of the
intersection of CSAH 9 / CSAH 20 / 161" St shall be the responsibility of the City. The City
shall be responsible for general routine maintenance, such as sweeping, clearing, plowing, trash
removal and other incidental items.
B. Maintenance of crosswalk pavement markings shall be the responsibility of the City and the
County. The County will be responsible for the maintenance of the crosswalk pavement
markings for all crossings at the intersection of CSAH 20 and CSAH 9 only.
C. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole
obligation of the City. The City will be responsible for long-term maintenance and replacement
of the complete street light system including items such as: poles, fixtures, luminaires, and
control cabinets.
D. Maintenance of the completed traffic control signal and signal equipment at the intersection of
CSAH 9 / CSAH 20 / 161St St shall be the sole obligation of the County.
E. The County shall maintain the said traffic signal controllers, traffic signal and pedestrian
indications, loop detectors and associated wiring of the said traffic control signals at the sole
obligation of the County.
F. Painting of the traffic signal shall be the sole obligation of the County. Any variation of painting
color standards will be billed to the City.
G. Timing of the completed traffic control signal shall be determined by the County.
H. Only the County shall have access to the controller cabinets.
I. The traffic control signals shall be the property of the County.
J. The City shall be responsible for maintenance of the luminaries, luminaire relamping, and
luminaire painting.
Anoka County Contract No. C0009775
K. All maintenance of the EVP System shall be completed by the County. The City shall be billed
by the County on a quarterly basis for all incurred costs.
L. EVP Emitter Units shall be manufactured by Opticom and may be installed on and used only by
Emergency Vehicles responding to an emergency as defined in Minnesota Statutes §169.011,
Subdivision 3, and § 169.03. The City shall provide a list to the County Engineer, or the County's
duly appointed representative, of all such vehicles with emitter units on an annual basis.
M. Malfunctions of the EVP System shall be immediately reported to the County.
N. All timing of said EVP System shall be determined by the County.
O. In the event said EVP System or components are, in the opinion of the County, being misused,
or the conditions set forth are violated, and such misuse or violation continues after receipt by
the City, written notice thereof from the County, the County shall remove the EVP System. Upon
removal of the EVP System pursuant to this paragraph, the field wiring, cabinet wiring, detector
receiver, infrared detector heads and indicator lamps and all other components shall become the
property of the County.
X. NOTICE
For purposes of delivery of any notices herein, the notice shall be effective if delivered to the County
Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on behalf of the County,
and to the City Administrator of Andover, 1685 Crosstown Boulevard NW, Andover, MN 55303, on
behalf of the City.
XI. INDEMNIFICATION
The City and County mutually agree to indemnify and hold harmless each other from any claims, losses,
costs, expenses, or damages resulting from the acts or omissions of the respective officers, agents, or
employees relating to activities conducted by either party under this Agreement.
XII. ENTIRE AGREEMENT REQUIREMENT OF A WRITING
It is understood and agreed that the entire agreement of the parties is contained herein and that this
Agreement supersedes all oral agreements and all negotiations between the parties relating to the subject
matter thereof, as well as any previous agreement presently in effect between the parties to the subject
matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement shall be
valid only when they have been reduced to writing and duly signed by the parties.
XIII. COUNTERPARTS
This Agreement may be executed in any number of counterparts, each one of which shall be
deemed to be an original, but all such counterparts together shall constitute one and the same instrument.
Anoka County Contract No. C0009775
IN WITNESS WHEREOF, the parties of this Agreement have hereunto set their hands on the dates written
below:
COUNTY OF ANOKA
LE
Rhonda Sivarajah
County Administrator
RECOMMENDED FOR APPROVAL:
By:
Joseph J. MacPherson, P.E.
Transportation Division Manager
APPROVED AS TO FORM AND EXECUTION:
M
Christine V. Carney
Assistant County Attorney
CITY OF ANDOVER
By:
Sheri Bukkila
Mayor
Dated:
By:
Jim Dickinson
City Administrator
Dated:
7
Scott Baumgartner
City Attorney
Dated:
FILE NAPE: 0:\002-620-009 1641 Sgntl WW\wak\002620003 E.NLI1 AI 3-2]-23.Ugn
Exhibit "B"
TABLE "B" 2565.615 REVISE SIGNAL SYSTEM LINE ITEM BREAKDOWN 2/1/23
ITEM
QTY
UNIT PRICE
TOTAL
REMOVE AND INSTALL NEW MAST ARM
2
$
2,500.00
$
5,000.00
REMOVE 3 SECTION HEADS
8
$
400.00
$
3,200.00
4 -SECTION SIGNALS (WITH MOUNTING HARDWARE, LEDS, INSTALLATION)
8
$
1,500.00
$ 12,000.00
3 -SECTION HEADS (WITH MOUNTING HARDWARE, LEDS, INSTALLATION)
2
$
1,300.00
$
2,600.00
REMOVE AND INSTALL CONTROLLER AND CABINET
1
$
3,500.00
$
3,500.00
LUMINAIRE-LED (REMOVE HPS AND INSTALL)
2
$
800.00
$
1,600.00
2 INCH CONDUIT - FOOT
200
$
10.00
$
2,000.00
PVC HANDHOLE (METAL COVER)
1
$
2,000.00
$
2,000.00
6X6 NMC LOOP DETECTORS (NEW PAVEMENT)
8
$
1,000.00
$
8,000.00
6X8 NMC LOOP DETECTORS (NEW PAVEMENT)
1
$
1,000.00
$
1,000.00
6X6 NMC LOOP DETECTORS (SAWCUT OLD PAVEMENT)
3
$
2,000.00
$
6,000.00
SALVAGE AND INSTALL EVP DETECTORS
2
$
300.00
$
600.00
TYPE D SIGNING (SALVAGE AND F&I) - SQUARE FOOT
72
$
100.00
$
7,200.00
R10 -X12 SIGNING -SQUARE FOOT
42
$
60.00
$
2,520.00
6/C#14 - FOOT
500
$
5.00
$
2,500.00
2/C#14 (DETECTOR LEAD-IN) - FOOT
500
$
3.00
$
1,500.00
SUBTOTAL
$ 61,220.00
' 2565.615 REVISE SIGNAL SYSTEM
20% MARKUP (rounded)
$ 73,464.00
2565.615 REVISE SIGNAL SYSTEM
ROUNDED
$ 73,500.00
Anoka County Contract No. C0009775
EXHIBIT "Cr'
FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY
ITEMS
Concrete Curb & Gutter
Concrete Curb & Gutter for Median and Center Island Construction
Concrete Median
Concrete Sidewalk
Concrete Sidewalk Replacement
Bikeways
Bikeway Replacement
Construction or Adjustment of Local Utilities
Grading, Base and Bituminous
Storm Sewer
Driveway Upgrades
Traffic Signals, new (communities larger than 5,000)
w/ State Aid approved SJR
Traffic Signals, replacement (communities larger than 5,000)
w/ State Aid approved SJR
COUNTY SHARE
50%
100%
100%
0%
100%
0%
100%,
Unless existing trail not placed at edge of R/W
0%
100%
based on state aid letter+2
100%, in-kind
the cost of its
legs of the intersection
the cost of its legs of
the intersection
CITY SHARE
50%
0%
0*1
100%
0%
100%
0%
100%
0%
based on state aid letter -2
100%, of up -grades
the cost of its legs of
the intersection plus %
the cost of the County legs
of the intersection
the cost of its legs of
the intersection
Traffic Signals, new & replacements (communities less than 5,000) 100% 0%
w/ State Aid approved SJR
Traffic Signal, w/o State Aid approved SJR 0% 100%
EVP 0% 100%
Engineering Services *3 *3
Right -of -Way 100%*4 0%
Street Lights 0% 100%
Noise Walls 100%, if not previously notified*5 100%, if previously notified*5
*1 The County pays for 100% of Standard Median Design such as plain concrete. If a local unit of government requests decorative
median such as brick, stamped concrete, or landscaping, the local unit will pay the additional cost above the cost of standard
median.
*2 In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost
shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow.
*3 Engineering shall be paid by the Lead Agency except that any participating agency will pay construction engineering in the amount
of 8% of the construction costs paid by that agency.
*4 In the event that the Township or City requests purchase of right-of-way in excess of those right-of-ways required by County
construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a
Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right-of-way, in
which case the Township or City may pay for that portion of the right-of-way. Acquisition of right-of-way for new alignments shall be
the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the
County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing
alignment. In addition, any costs, including right-of-way costs, incurred by the County because a Township or City did not acquire
sufficient right-of-way during the platting process or redevelopment process as requested by the County shall be paid by the
Township or City.
*5 Notification includes any letter to the agency indicating that noise will potentially be an issue in the future, likely received during the
Plat Review Process. Maintenance shall be the responsibility of the agency paying for the initial installation. When the County is the
responsible agency, it shall pay 100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, the
requesting agency will pay the additional cost above the cost of standard noise wall.
8
ANLb6V9^
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 5530
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
\
CC: Jim Dickinson, City Administrator
David Berkowitz, Director of Pu 'c Works ity Engineer���
FROM: Kameron Kytonen, Natural Resources ician
SUBJECT: Award City Contract for Ash Injections/22-49-EAB Management Program —
Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to accept quotes and award the City Contract for chemical injections to
combat Emerald Ash Borer (EAB) on ash trees on public and private properties in the City.
Average quotes per diameter inch have been received. This was determined by taking the average of "low
rate" vs. "high rate" treatments and the results are as follows:
Contractor
Bid Amount
Carr's Tree Service
$6.25/inch
Fat Squirrel Forestry Technicians
$6.25/inch
The Davey Tree Expert Company
$6.30/inch
Rainbow Tree Company
$7.70/inch
Birch Tree Care
$8.10/inch
Pioneer Tree Service
$11.00/inch
BUDGETIMPACT
In the past, the City has contributed a maximum of 20% of the total cost of eligible trees per private
property with a maximum contribution of $75 per property. The City contribution is through the Natural
Resource Preservation portion of the General Fund. In addition, the City is likely to be treating some trees
in its park system.
ACTION REQUIRED
The City Council is requested to accept quotes and award the City Contract to Carr's Tree Service.
We've worked with Carr's last year and they are very familiar with the program.
Respectfully submitted,
Kameron Kytonen
Natural Resources Technician
i
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrator r
David D. Berkowitz, Director of P orks/City Engineer3
FROM: Jason Law, Assistant City Engineer
SUBJECT: Approve New Municipal State Aid Street (MSAS) Designation - Old Constance
Boulevard NW - Engineering
DATE: April 4, 2023
INTRODUCTION
The City Council is requested to approve the attached resolution designating Old Constance Boulevard
NW between Constance Boulevard NW (County Road 60) and University Avenue NW (MSAS 114)
as a Municipal State Aid Street.
DISCUSSION
The City of Andover receives funding from MnDOT for construction and maintenance of MSAS routes.
These routes are designated and approved by'the City Council and MnDOT. Only those segments
designated as MSAS can utilize this funding source for maintenance or improvement projects. Each
MSA city can designate up to twenty percent of their `roadways as MSAS, provided they have
connections to County Roads or other MSAS, routes. The City currently has 44.5 miles designated as
MSAS, with an undesignated balance of 0.41 miles. If this excess mileage is not designated, the City
will not be maximizing our potential MSAS funding from MnDOT.
Staff is recommending the following City street be designated as MSAS (see attached map):
• Old Constance Boulevard NW — University Avenue NW to Constance Boulevard NW
(0.41 miles).
BUDGETIMPACT
Designating this MSAS route will increase the funding the City receives annually from MnDOT for
MSAS route maintenance and construction. Funding is based upon a formula including City
population and length of MSAS routes designated.
ACTION REQUIRED
The City Council is requested to approve the attached resolution regarding the proposed designation.
espectfully subm+ itt�ed,
V
son aw, PE
Attachments: Resolution, MSAS Map
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION ESTABLISHING MUNICIPAL STATE AID STREETS.
WHEREAS, it appears to the City Council of the City of Andover that the streets
hereinafter described should be designated as Municipal State Aid Streets under the provisions
of Minnesota Laws of 1967 Chapter 162; and
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover that
the street described as follows, to wit:
Old Constance Boulevard NW from Constance Boulevard NW (CR 60) to University
Avenue NW (MSAS 114)
to be and hereby established, located and designated as a Municipal State Aid street of
said City, subject to the approval of the Commissioner of Transportation of the State of
Minnesota.
BE IT FURTHER RESOLVED that the City Clerk is hereby authorized and directed to
forward two certified copies of this resolution to the Commissioner of Transportation for their
consideration and upon their approval of the designation of said street or portion thereof, that
same be constructed, improved and maintained as a Municipal State Aid Street of the City of
Andover and to be known as Municipal State Aid Streets.
Adopted by the City Council of the City of Andover this 411 day of April , 2023.
ATTEST:
Michelle Hartner — Deputy City Clerk
CITY OF ANDOVER
Sheri Bukkila -- Mayor
Certification
I hereby certify that the above is a true and correct copy of a resolution duly passed, adopted,
and approved by the City Council of said City on April 4, 2023.
Michelle Hartner — Deputy City Clerk
City of Andover Proposed WAS Designation
Old Constance Boulevard NW between Constance Boulevard NW (CR 60) and University Avenue NW
(MSAS 114).
Existing Length = 0.41 miles
C I T YO F (16%
ND OVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
CC: James Dickinson City Administrat
FROM: Dana Makinen, Human Resources Mabqger
SUBJECT: Accept Resignation/Retirement of Wayne Goodrich Maintenance Worker
DATE: April 4, 2023
This item is to acknowledge the resignation/retirement of Wayne Goodrich, Maintenance Worker.
DISCUSSION
Wayne Goodrich has been employed by the City of Andover for almost 21 years. He is currently
working in the Utilities department and will be retiring on July 5, 2023.
The Human Resources department would like to advertise and recruit candidates for this position.
BUDGET IMPACT
None. This was already identified in the 2023 Budget.
ACTION REQUESTED
The City Council is requested to acknowledge the resignation/retirement of Wayne Goodrich and
authorize Human Resources to begin recruitment for a new Maintenance Worker.
Respectfully submitted,
Dana Makinen
ND.
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and City Council 1-'N' ';�"
CC: Jim Dickinson, City
FROM: Michelle Hartner, Deputy City
SUBJECT: Approve 2023 Used Vehicle Sales Business Licenses
DATE: April 4, 2023
INTRODUCTION
Used Vehicle Sales Business licenses expired on December 31, 2022.
DISCUSSION
The following have applied for renewal of their Used Vehicle Sales License and paid the
appropriate fee.
Apple Auto Inc. — 3138 162"d Lane NW, Suite 2
ACTION REOUIRED
The City Council is requested to approve the above licenses for the period April 5, 2023
through December 31, 2023.
Respectfully submitted,
Michelle Hartner
Deputy City Clerk
Attach: License application
�ANL66W^�
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
Used Vehicle Sales Business License Renewal Application
Required Documents:
• Completed Application Form
• Vehicle Sales License Fee: $105.00
• Copy of State Dealers License
• State Workers Compensation Form
• State Verification of Property Lease Form
Person Applying For License:
First Name -,66,0,31 - Middle Name Last Name
Business Name Qi (� t yI
_f 5'('� 2
Business Address 3 I 2 �� % Al l� i� 0 Nr&,V , Z441 S53 o Lj
Home Address
Home Phone - `-.ess PhoneZd j- C1 Sq Fax
Email Addre -
I (We) agree to operate such business in accordance with the laws of Minnesota and the ordinances
of the City of Andover.
Information in this application is classified as public data and will be provided to the public upon
request.
Licenses expire on December 31st of each year. Lack of payment of annual licensing fee shall be
cause for revocation of license.
34 11
Signatke Date
License Renewal Fee 105.00 License # �aa3 QCJOGl3
City'Council Action .
STATE OF MINNESOTA
Dealer License Certificate
DEALER NUMBER:
Name:
Address:
Additional Location:
DLR35088
APPLE AUTO INC
3138 162ND LN NW STE 2
ANDOVER MN 55304-4990
Owners/Officers
IBRAHIM, HAYDARUS MUSSA
ABDURAHMAN, RASHID BEDER
ITICHA, MOTI S
EXPIRATION:
Dealer Type:
31 -Jan -2024
Used
C I T Y O F
NDOVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
FROM: Jim Dickinson, City Administrator
SUBJECT: Approve 2024 Budget Development Guidelines
DATE: March 28, 2023
INTRODUCTION
City Administration and Finance are starting to focus on the 2024 Annual Operating Budget
Development process and is looking to the City Council to establish the Council's guidelines for
the preparation of the 2024 Annual Operating Budget.
DISCUSSION
The following are the proposed 2024 Budget Development guidelines for Council consideration:
1) A commitment to a City Tax Capacity Rate to meet the needs of the organization and
positioning the City for long-term competitiveness using sustainable revenue sources and
operational efficiencies. (attached is summary data from Anoka County regarding the 2023
assessment for pay 2024 property taxes)
2) A fiscal goal that works toward establishing the General Fund balance for working capital at
no less than 45% of planned 2024 General Fund expenditures and the preservation of
emergency fund balances (snow emergency, public safety, facility management & information
technology) through targeting revenue enhancements or expenditure limitations in the 2023
adopted General Fund budget.
3) A commitment to limit the 2024 debt levy to no more than 25% of the gross tax levy and a
commitment to a detailed city debt analysis to take advantage of alternative financing
consistent with the City's adopted Debt Policy.
4) A comprehensive review of the condition of capital equipment to ensure that the most cost-
effective replacement schedule is followed. Equipment will be replaced based on a cost benefit
analysis rather than a year -based replacement schedule.
5) The use of long-term financial models that identify anticipated trends in community growth
and financial resources that will help designate appropriate capital resources for future City
needs. The financial models will be used in the budget planning process to ensure that key
short-term fiscal targets are in line with long-term fiscal projections.
6) Continued commitment to strategic planning targeted toward meeting immediate and long-
term operational, staffing, infrastructure and facility needs.
7) A management philosophy that actively supports the funding and implementation of Council
policies and goals, and a commitment to being responsive to changing community conditions,
concerns, and demands, and to do so in a cost-effective manner.
ACTION REQUESTED
The Council is requested to approve the proposed Budget Development guidelines for preparing
the 2024 Annual Operating Budget.
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
FROM: James Dickinson, City Administrator
SUBJECT: Approve Revised City of Andover Emergency Operations Plan
DATE: April 4, 2023
13
The Council & Commission is requested to approve the revised City of Andover Emergency
Operations Plan.
The City of Andover Emergency Operations Plan is a document that is protected from public
distribution. The Emergency Operations Plan was distributed to the Council in a separate
communication.
M rj
VMN"-'
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
CC: Jim Dickinson, City
FROM: Lee Brezinka, Finance Manager 1
SUBJECT: Approve Ordering Equipment
DATE: April 4, 2023
INTRODUCTION
As part of the 2023 — 2027 Capital Improvement Plan, there are two plow trucks, a fire engine and
trail machine planned for 2024. Staff is requesting to pre -order these items.
DISCUSSION
The two replacement plow trucks, a replacement fire engine and an additional trail machine are
planned to be purchased for 2024. These items are anticipated to be purchased through the
issuance of an equipment bond in 2024. Due to the pandemic, there is currently an 18 -to -24 -month
lead time between ordering and delivery date. Staff would like to start the process by getting them
ordered.
BUDGETIMPACT
This equipment is part of the 2023 — 2027 Capital Improvement Plan for 2024 and is anticipated
to be approved during the budget process.
ACTION REQUESTED
The Andover City Council is requested to approve the ordering of this equipment.
Respectfully submitted,
/'1�
Lee Brezinka
'56
C I T Y !O F-
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • W W W.ANDOVERMN.GOV
TO: Mayor and Councilmembers
COPY: Jim Dickinson, City Administra
FROM: Joe Janish, Community Developme §ector
SUBJECT: Consider Conditional Use Permit (CUP) Amendment for the placement of
additional antennas onto the existing water tower on the property located at 1685
Crosstown Blvd. NW, (PID#: 22.32.24.41.0006) submitted by New Cingular
Wireless, PCS, LLC c/o Steve Ward (Applicant)
DATE: April 4, 2023
INTRODUCTION
AT & T is seeking to install 6 additional antennas on the existing city water tower #2 located at
1717 Crosstown Blvd NW (next to City Hall a.k.a city water tower #2). Currently the water
tower has antennas on the tower. A conditional use permit is required to locate an antenna above
35 feet in height. The water tower top is 169 feet tall. The proposal would have antenna tip
height of 176' 5". The current height of equipment on water tower #2 is 184'.
DISCUSSION
As with all antenna installations, some ground mounted equipment will be necessary, which will
be located within the tower itself and identified as part of a lease to the City. The attached site
plan illustrates equipment placement both on and inside water tower #2.
City code 12-14-6B provides the following general review criteria to consider when granting a
CUP. In granting a Conditional Use Permit, the City Council shall consider the advice and
recommendation of the Planning and Zoning Commission and:
1. The effect of the proposed use upon the health, safety, moral and general welfare of
occupants of surrounding lands.
The antennas will be placed on the water tower. Currently the water tower has other
providers located on the tower. The proposal is currently being reviewed by a structural
engineer to evaluate the placement of the equipment. The Federal Communication
Commission regulates wireless facilities to ensure the health, safety, moral and general
welfare of the occupants in the immediate areas.
2. Existing and anticipated traffic conditions, including parking facilities on adjacent streets
and land.
The CUP Amendment will not generate substantial additional traffic on adjacent streets
as only maintenance vehicles would be expected at the site after install. Parking facilities
and adjacent streets will not be impacted. A parking pad is provided adjacent to the water
tower for maintenance personnel.
3. The effect on values of property and scenic views in the surrounding area, and the effect
of the proposed use on the Comprehensive Plan.
The existing use is permitted in the zoning district. Water tower #2 is existing and
installation of antennas does not adversely affect the development of the surrounding
lands. The location is part of the City Campus, with an elementary school to the south,
Community Center to the north, and commercial businesses to the east. The nearest
home is approximately 1217 feet to the SE and the nearest development land is
approximately 840 feet to the east from the water tower.
Radio Frequency Emissions and Interference with Other Signals
The applicant will be present to address these items. Additionally, the applicant is required to be
licensed to use a specific frequency to prevent interference with other signals. The applicant is
required to provide documentation indicating compliance with FCC requirements.
Planning Commission Meeting — March 28, 2023
The Planning Commission held a public hearing on the proposed Conditional Use Permit at their
meeting on March 28, 2023 which can be viewed through QCTV by following this link:
http://cictv.org/city meeting/andover-planning-commission-03-28-2023/
Public Hearing Comments — There was no one from the public present with questions or
comments, and no written comments or questions were submitted for this request. The
applicant was present to answer questions from the Planning Commission regarding the
proposed antennas.
Planning Commission Review Questions and Comments
• Commissioners asked whether the applicant was looking at any alternative sites for the
antennas, whether there was a maximum height for the installation of the equipment, and
what the timeline would be for installation of the equipment. The applicant noted that
this was the only site they were looking at for these antennas as staff had noted the City's
preference is to locate the antennas on the water tower rather than construction of new
towers. The applicant also stated that they still need to finalize leasing and get building
permits so they anticipated that it would be 3-4 months before they were ready to install.
City staff noted that there was not a maximum height in the City Code for the installation
of equipment on the water tower.
At the conclusion of the hearing the Planning Commission recommended approval of the
conditional use permit as written in the resolution (6-0) (one absent).
ACTION REQUESTED
Consider Planning and Zoning Commission recommendation of approval.
R e tfull ubmitted,
Joe Janish '
Community Development Director
JJ/ph
Attachments
Draft Resolution of Approval
Draft Resolution of Denial
Location Map
City Code 9-11 Antennas and Towers
Draft Meeting Minutes March 28, 2023
Plan Sheets
Cc: Steve Ward - EMAIL
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST TO
ALLOW SIX (6) ADDITIONAL ANTENNAS TO THE EXISTING TELECOMMUNICATION
TOWER FOR AT & T, LOCATED AT 1685 CROSSTOWN BLVD NW (WATER TOWER #2 1717
CROSSTOWN BLVD NW), PID 22-32-24-41-0006, LEGALLY DESCRIBED AS:
THAT PRT OF NEIA OF SETA OF SEC 22 TWP 32 RGE 24 LYG E OF W 330 FT THEREOF
& LYG SLY & E OF FOL DESC LINE: COM AT A PT ON E LINE THEREOF 935.81 FT
NLY OF SE COR THEREOF, SD E LINE HAS ASSD BRG OF N 0 DEG 42 MIN 30 SEC W,
TH W 125.01 FT TO W R/W LINE OF CSAH NO 78 TH N 0 DEG 42 MIN 30 SEC W ALG SD
W R/W LINE 41.34 FT, TH W 889.24 FT, TH S 0 DEG 21 MIN 31 SEC E 41.34 FT, TH E
29.86 FT, TH S 503 FT, TH W 17.47 FT TH S 20 DEG 49 MIN 09 SEC E 55.74 TO POB OF
SD LINE, TH E 206.56 FT, TH E 109.76 FT ALG A TAN CUR CONC TO S HAV A RAD OF
581.33 FT & A CEN ANG OF 10 DEG 49 MIN 06 SEC, TH ELY 95.26 FT ALG A REV CUR
CONC TO N HAV A RAD OF 168.67 FT & A CEN ANG OF 32 DEG 21 MIN 29 SEC, TH
ELY 105.76 FT ALG A REV CUR CONC TO S HAV A RAD OF 281.33 FT & A CEN ANG
OF 21 DEG 32 MIN 23 SEC TH E TAN TO SD CUR 145.11 FT, TH S 20 FT, TH E 117.34 FT,
TH N 557 FT TO INTER/W A LINE DRAWN W FROM POC, TH E 82.29 FT TO POC & SD
LINE THERE TERM, EX RD, SUBJ TO EASE OF REC
WHEREAS, AT & T has requested a Conditional Use Permit amendment to install six (6) additional
antennas on water tower 42 on the subject property, and;
WHEREAS, the Planning and Zoning Commission held a public hearing pursuant to the requirements of
City Code 12-15-3, and;
WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said
request meets the criteria of the City Code, and;
WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect
on the health, safety, and general welfare of the City of Andover, and;
WHEREAS, The Planning and Zoning Commission recommends to the City Council approval of the
Conditional Use Permit amendment request.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees
with the recommendation of the Planning and Zoning Commission and approves the Conditional Use
Permit for AT&T to install 6 antennas on water tower #2, subject to the following conditions:
1) The applicant shall obtain a building permit from the City of Andover Building Department
prior to the commencement of work.
2) The applicant shall obtain a lease agreement for the project prior to issuance of a building
permit.
3) The applicant shall meet staffs comments as part of the review process.
4) The antennas and associated equipment shall conform to the plans dated 01/23/2023 and any
revisions as per staff comments.
5) Applicant shall make significant progress in the first twelve (12) months after approval, or the
permit will become null and void
Adopted by the City Council of the City of Andover on this 4th day of April 2023.
CITY OF ANDOVER
ATTEST:
Michelle Harmer, Deputy City Clerk
Sheri Bukkila, Mayor
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION DENYING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST TO
ALLOW (6) SIX ADDITIONAL ANTENNAS TO THE EXISTING TELECOMMUNICATION
TOWER FOR AT & T, LOCATED AT 1685 Crosstown Blvd NW (WATER TOWER #2 1717
CROSSTOWN BLVD NW), PID 22-32-24-41-0006, LEGALLY DESCRIBED AS:
THAT PRT OF NEI/4 OF SEI/4 OF SEC 22 TWP 32 RGE 24 LYG E OF W 330 FT THEREOF
& LYG SLY & E OF FOL DESC LINE: COM AT A PT ON E LINE THEREOF 935.81 FT
NLY OF SE COR THEREOF, SD E LINE HAS ASSD BRG OF N 0 DEG 42 MIN 30 SEC W,
TH W 125.01 FT TO W R/W LINE OF CSAH NO 78 TH N 0 DEG 42 MIN 30 SEC W ALG SD
W R/W LINE 41.34 FT, TH W 889.24 FT, TH S 0 DEG 21 MIN 31 SEC E 41.34 FT, TH E
29.86 FT, TH S 503 FT, TH W 17.47 FT TH S 20 DEG 49 MIN 09 SEC E 55.74 TO POB OF
SD LINE, TH E 206.56 FT, TH E 109.76 FT ALG A TAN CUR CONC TO S HAV A RAD OF
581.33 FT & A CEN ANG OF 10 DEG 49 MIN 06 SEC, TH ELY 95.26 FT ALG A REV CUR
CONC TO N HAV A RAD OF 168.67 FT & A CEN ANG OF 32 DEG 21 MIN 29 SEC, TH
ELY 105.76 FT ALG A REV CUR CONC TO S HAV A RAD OF 281.33 FT & A CEN ANG
OF 21 DEG 32 MIN 23 SEC TH E TAN TO SD CUR 145.11 FT, TH S 20 FT, TH E 117.34 FT,
TH N 557 FT TO INTER/W A LINE DRAWN W FROM POC, TH E 82.29 FT TO POC & SD
LINE THERE TERM, EX RD, SUBJ TO EASE OF REC
WHEREAS, AT & T has requested a Conditional Use Permit amendment to install six (6) additional
antennas on water tower #2 on the subject property, and;
WHEREAS, the Planning and Zoning Commission held a public hearing pursuant to the requirements of
City Code 12-15-3, and;
WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said
request meets the criteria of the City Code, and;
WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect
on the health, safety, and general welfare of the City of Andover, and;
WHEREAS, The Planning and Zoning Commission recommends to the City Council approval of the
Conditional Use Permit amendment request.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees
with the recommendation of the Planning and Zoning Commission and denies the Conditional Use Permit
for AT&T to install 6 antennas on water tower #2, subject to the following conditions:
1)
2)
3)
Adopted by the City Council of the City of Andover on this 4th day of April 2023.
CITY OF ANDOVER
ATTEST:
Michelle Hartner, Deputy City Clerk
Sheri Bukkila, Mayor
LOCATION MAP—CUP Request
):
CROSS? "OWN BLVD "
It
N
CHAPTER 11
ANTENNAS AND TOWERS
SECTION:
9-11-1:
Purpose
9-11-2:
Definitions
9-11- 3:
Permit And Lease Agreement Required
9-11- 4:
Height Requirements
9-11- 5:
Zoning District Regulations
9-11- 6:
Co -location Requirements
9-11- 7:
Design Requirements
9-11- 8:
Setbacks
9-11-9:
General Requirements
9-11-10:
Ground Mounted Equipment
9-11-11:
Nonconforming Antennas And Towers
9-11-12:
Interference With Public Safety Telecommunications Prohibited
9-11-13:
Damaged Or Destroyed Antennas And Towers
9-11-14:
Abandoned Antennas And Towers
9-11-15:
Variances
9-11-16:
Violation; Penalties
9-11-1: PURPOSE: In order to accommodate the communication needs of
residents and businesses while protecting the public health, safety, and general
welfare of the community, the City Council finds that these regulations are
necessary in order to:
A. Facilitate the provision of commercial wireless telecommunication
services to the residents and businesses of the city;
B. Minimize adverse effects of towers through careful design and siting
standards in order to lessen the aesthetic impact on surrounding
properties;
C. Avoid potential damage to adjacent properties from tower failure
through structural standards and setback requirements; and
D. Maximize the use of existing and approved towers and buildings to
accommodate new commercial wireless telecommunication antennas in
order to reduce the number of towers needed to serve the community.
(Ord. 270, 12-5-2000)
9-11-2: DEFINITIONS: The following words and terms shall have the
following meanings when used in this chapter:
ANTENNA: That portion of any equipment located on the exterior or
outside of any structure and used for transmitting or
receiving radio, telephone and television signals.
"Antenna", as defined in this chapter (unless otherwise
noted), pertains to all of the following antennas:
Antenna, Public
Utility Microwave: A parabolic dish or cornucopia shaped electromagnetically
reflective or conductive element used for the transmission
and/or reception of point to point UHF or VHF radio waves in
wireless telephone communications, and including the
supporting structure thereof.
Antenna, Radio
And Television,
Broadcasting
Transmitting:
A wire, set of wires, metal or carbon fiber rod or other
electromagnetic element used to transmit public or
commercial broadcast radio or television programming, and
including the support structure thereof.
Antenna, Radio
And Television
Receiving: A wire, set of wires, metal or carbon fiber elements, other
than satellite dish antennas, used to receive radio, television,
or electromagnetic waves, and including the supporting
structure thereof.
Antenna,
Satellite Dish: A device incorporating a reflective surface that is solid, open
mesh, or bar configured and is in the shape of a shallow
dish, cone, horn, or cornucopia. Such device shall be used
to transmit and/or receive radio or electromagnetic waves
between terrestrially and/or orbitally based uses. This
definition is meant to include, but not be limited to,
commercial satellite earth stations, TVROs (television,
receive only), and satellite microwave antennas, but does
not include personal TVRO satellite reception receivers.
Antenna,
Short Wave Radio
Transmitting And
Receiving: A wire, set of wires or a device, consisting of a metal, carbon
fiber, or other electromagnetically conductive element, used
for the transmission and reception of radio waves used for
short wave radio communications, and including the
supporting structure thereof.
Antenna,
Telecommunications: A device consisting of a metal, carbon fiber, or other
electromagnetically conductive rod or element,
usually arranged in a circular array on a single
supporting pole or other structure, and is used for the
transmission and reception of radio waves in digital,
analog or other wireless or personal communication
services (i.e., cellular, paging, internet, etc.).
CO -LOCATION: The placement of wireless telecommunication antennas
by two (2) or more service providers on a tower, building
or structure.
COMMERCIAL
WIRELESS
TELECOMMUNICATION
SERVICES: Licensed commercial wireless telecommunication
services including cellular, personal communication
services (PCS), specialized mobilized radio (SMR),
enhanced specialized mobilized radio (ESMR), paging,
and similar services that are marketed to the general
public.
FEDERAL
COMMUNICATIONS
COMMISSION: The federal administrative agency, or lawful successor,
authorized to regulate and oversee telecommunications
carriers, services and providers on a national level.
GUYED TOWER: A tower that is supported, in whole or in part, by wires and
ground anchors.
LATTICE OR
SELF -SUPPORTED
TOWER: A tower erected on the ground that consists of metal crossed
strips or bars to support antennas and related equipment.
MAST: That portion of the outside antenna system to which the
antenna is attached, and the support of extension is
required to elevate the antenna to a height deemed
necessary for adequate operation.
PRIVATE
PROPERTY: Land that is not "public property" as defined in this section.
PUBLIC
PROPERTY: Land owned or operated by a government entity.
PUBLIC UTILITY: Persons, corporations, or governments supplying gas,
electric, transportation, water, or landline telephone services
to the general public. For the purposes of this chapter,
wireless telecommunication service facilities shall not be
considered public utility uses and are defined separately.
SERVICE
PROVIDER: Any individual or entity that provides wireless
telecommunication services.
SMALL
WIRELESS
FACILITY: A wireless facility that meets both of the following
qualifications:
(i) each antenna is located inside an enclosure of no more than
six cubic feet in volume or could fit within such an enclosure;
and
ii all other wireless equipment associated with the small
wireless facility provided such equipment is, in aggregate, no
more than 28 cubic feet in volume, not including electric
meters, concealment elements, telecommunications
demarcation boxes, battery backup power systems,
grounding equipment, power transfer switches, cutoff
switches, cable, conduit, vertical cable runs for the
connection of power and other services, and any equipment
concealed from public view within or behind an existing
structure or concealment. (Ordinance 478, 2-5-18)
TOWER: Any pole, monopole, spire, or structure (excluding
structures required for the transmission of electric
energy), or any combination, to which any antenna could
be attached, or which is designed for any antenna to be
attached, and all supporting lines, cables, wires and
braces. (Amd. Ord. 364, 2-19-08)
TOWER,
MULTI-USER: A tower to which is attached the antennas of more
than one commercial wireless telecommunication
service provider or governmental entity.
TOWER,
SINGLE USER: A tower to which is attached only the antennas of a single
user, although the tower may be designed to accommodate
the antennas of multiple users as required in this chapter.
(Ord. 270, 12-5-2000)
9-11-3: PERMIT AND LEASE AGREEMENT REQUIRED: All towers and
antennas over thirty five feet (35') from ground level shall require a conditional
use permit and building permit approvals from the City. All towers and antennas
on City -owned public property shall require a lease agreement with the City. Any
changes to a tower or antenna shall require an amended conditional use permit.
(Ord. 364, 2-19-2008)
9-11-4: HEIGHT REQUIREMENTS:
A. In Commercial and Industrial zoning districts, towers and antennas may
not exceed 150 feet in height.
B. In residentially zoned districts, towers and antennas may not exceed 120
feet in height.
C. Antennas (including the mast) may be mounted on a building or structure
provided that the antennas do not extend over fifteen feet (15') above the
highest portion of the roof of the building or structure. (Ord. 364, 2-19-
2008)
9-11-5: ZONING DISTRICT REGULATIONS:
A. Residential Zoning Districts:
1. Towers supporting antennas and conforming to all applicable provisions
of this chapter may be allowed only in the following residentially zoned
locations: (Ord. 270, 12-5-2000; amd. 2003 Code)
a. Religious institution sites, when camouflaged; (Amended Ord.
481, 4/3/18)
b. Public land, including City water towers, schools, and publicly -
purchased parks when the City Council determines that the tower
will not adversely affect the use of the park or neighboring
properties; (Ord. 364, 2-19-2008)
c. Utility and transmission structures located in public rights-of-way;
when attached thereto; and
d. Utility and transmission structures located outside of public
rights-of-way, exclusively to serve the structures. (Ord. 364, 2-19-
2008)
1. Only one tower or monopole shall exist on any one residentially
zoned parcel of land.
2. Small Wireless Facilities require a Conditional Use Permit and shall
conform to all applicable provisions of City Code pertaining to Public
Right-of-way Management (Ordinance 478, 2-5-18).
B. Commercial And Industrial Districts:
1. Towers supporting antennas and conforming to all applicable provisions
of this chapter may be allowed only in the following commercially and
industrially zoned locations:
a. Industrial (1) zoned parcels of land when the appearance is
consistent with the surrounding area and is compatible with the
use;
b. Commercially zoned parcels (Shopping Center SC and General
Business GB) parcels of land when the appearance is consistent
with the surrounding area and is compatible with the use; and
c. Utility and transmission structures located in public rights-of-way
when attached thereto.
d. Utility and transmission structures located outside of public
rights-of-way exclusively to serve these structures. (Ord. 364, 2-19-
2008)
4. Only one tower shall exist on any one industrially or commercially
zoned parcel of land. (Ord. 270, 12-5-2000)
5. Small Wireless Facilities shall conform to all applicable provisions of
City Code pertaining to Public Right -of -Way Management (Ordinance
478, 2-5-18).
9-11-6: COLOCATION REQUIREMENTS: All telecommunication towers
erected, constructed, or located within the city shall comply with the following
requirements:
A. A proposal for a new telecommunication service tower shall not be
approved unless the City Council finds that the telecommunications
equipment planned for the proposed tower cannot be accommodated on
an existing approved tower or building due to one or more of the following
reasons:
1. The planned equipment would exceed the structural capacity of the
existing or approved tower or building, as documented by a qualified and
licensed structural engineer, and the existing or approved tower cannot be
reinforced, modified, or replaced to accommodate planned or equivalent
equipment at a reasonable cost.
2. The planned equipment would cause interference materially impacting
the usability of other existing or planned equipment at the tower or building
as documented by a qualified and licensed professional engineer, and the
interference cannot be prevented at a reasonable cost.
3. Existing or approved towers and buildings within the search radius
cannot accommodate the planned equipment at a height necessary to
function reasonably as documented by a qualified and licensed
professional engineer.
4. Other unforeseen reasons that make it infeasible to locate the planned
telecommunications equipment upon an existing or approved tower or
building.
B. Towers must be designed to allow for future arrangement of antennas
upon the tower and to accept antennas mounted at varying heights. A
tower one hundred feet (100') or more in height shall accommodate at
least three (3) additional users. (Ord. 270, 12-5-2000) (Ord. 364, 2-19-
2008)
9-11-7: DESIGN REQUIREMENTS: Telecommunication service towers
shall be of a monopole design unless the City Council determines an alternative
design would better blend into the surrounding environment. Lattice towers are
prohibited. (Ord. 270, 12-5-2000)
9-11-8: SETBACKS: Towers shall conform with each of the following
minimum setback requirements:
A. Towers and ground mounted equipment shall meet the building
setbacks of the underlying zoning district as stated in the zoning
ordinance.
B. Towers shall be set back from all structures and all property lines at a
distance equal to the height of the tower (plus an additional 10 feet),
unless a qualified professional structural engineer certifies in writing that
the collapse of the tower will occur within a lesser distance under all
foreseeable circumstances.
C. A tower's setback may be reduced or its location in relation to a public
street or neighboring property varied, at the sole discretion of the City
Council. The Council's decision must be based on legitimate findings
such as, but not limited to:
a. Aesthetic concerns
b. Safety concerns
c. City staff review (Ord. 364, 2-19-2008)
9-11-9: GENERAL REQUIREMENTS: All towers and antennas for which a
permit is required shall comply with the following requirements:
A. Lighting: Towers shall not be illuminated by artificial means and shall not
display strobe lights unless such lighting is specifically required by the
Federal Aviation Administration or other federal or state authority for a
particular tower. When incorporated into the approved design of the
tower, light fixtures used to illuminate ball fields, parking lots, or similar
areas may be attached to the tower.
B. Signs And Advertising: The use of any portion of a tower for signs is
prohibited. Warning or equipment signs are exempt from this provision.
C. Supplemental Information: Applications for towers shall include the
following supplemental information:
1. A report from a qualified and licensed professional engineer that:
a. Describes the tower height and design including a cross section
and elevation;
b. Documents the height above grade for all potential mounting
positions for co -located antennas and the minimum separation
distances between antennas;
c. Describes the tower's capacity, including the number and type of
antennas that it can accommodate;
d. Documents what steps the applicant will take to avoid
interference with established public safety telecommunications;
e. Includes an engineer's stamp and registration number;
f. A coverage map showing what portions of the city will be served
by the user, along with future coverage plans and potential
construction sites to provide similar service elsewhere in the city;
g. A report indicating that the request meets technical emission
standards set by the FCC; and
h. Includes other information necessary to evaluate the request.
2. For all telecommunication service towers, a letter of intent committing
the tower owner and his or her successors to allow the shared use of the
tower if an additional user agrees in writing to meet reasonable terms and
conditions for shared use.
3. Before the issuance of a building permit, the following information shall
be submitted to the city:
a. Proof that the proposed tower complies with regulations
administered by the Federal Aviation Administration; and
b. A report from a qualified and licensed professional engineer that
demonstrates the tower's compliance with the aforementioned
structural and electrical standards. (Ord. 270, 12-5-2000)
9-11-10: GROUND MOUNTED EQUIPMENT:
A. Ground mounted equipment shall be stored within a closed, secure
building. All buildings accessory to a tower or antenna shall be architecturally
designed to blend in with the surrounding environment. (Ord. 364, 2-19-2008)
B. Screening shall be provided in compliance with Chapter 12-13-5. (Ord.
364, 2-19-2008)
9-11-11: NONCONFORMING ANTENNAS AND TOWERS: Antennas and
towers in existence prior to the adoption of this chapter that do not conform to or
comply with the provisions of this chapter may continue in use for the purpose
now used and as now existing but may not be structurally altered without
complying with this chapter. (Ord. 270, 12-5-2000; amd. 2003 Code)
9-11-12: INTERFERENCE WITH PUBLIC SAFETY
TELECOMMUNICATIONS PROHIBITED: No new or existing
telecommunications services shall interfere with public safety
telecommunications. (Ord. 270, 12-5-2000)
9-11-13: DAMAGED OR DESTROYED ANTENNAS AND TOWERS:
If an antenna or tower is damaged or destroyed due to any reason or cause
whatsoever, the same may be repaired or restored to its former use, location
and physical dimensions upon obtaining a building permit. The repair or
restoration must comply with this chapter. Provided, however, that if the cost of
repairing such damaged or destroyed antenna or tower would be fifty percent
(50%) or more of the cost of purchasing and erecting a new antenna or tower of
like kind and quality, as estimated by the Building Official, and to the former use,
physical dimensions and location, then the antenna or tower may not be
repaired or restored except in full compliance with the requirements of this
chapter. (Ord. 270,12-5-2000; amd. 2003 Code)
9-11-14: ABANDONED ANTENNAS AND TOWERS: Any antenna or tower
that is not used for one year shall be deemed abandoned. Within ninety- (90)
days of notice by the city, the antenna or tower and all other associated
equipment must be removed from the property. If the antenna or tower and
equipment are not removed from the property within the time period as stated
herein, a public nuisance may be declared, and the city may order that the public
nuisance be abated in a manner consistent with ordinances and policies of the
city. (Ord. 270, 12-5-2000; amd. 2003 Code)
9-11-15: VARIANCES: Variances from the provisions of this chapter shall be
processed and granted or denied in the same manner and based on the same
criteria as stated in the city zoning ordinance. (Ord. 270, 12-5-2000)
9-11-16: VIOLATION; PENALTIES: Any person who shall violate any
provision of this chapter shall be charged with a misdemeanor and upon
conviction thereof, shall be subject to applicable fines and imprisonment as
defined by state law. In addition to the penalties imposed by this chapter, the city
may exercise, with or separately from such penalties, all and any other legal and
equitable remedies then available to the city by this chapter, or by statute, or by
other ordinances of the city, or by applicable rules or regulations, to enforce this
chapter, including, without limitation, injunction. (Ord. 270, 12-5-2000)
1 See section 12-15-7 of this code.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
38
39
40
41
42
43
44
45
46
PLANNING AND ZONING COMMISSIONMEETING —MARCH 28,
The Regular Bi -Monthly Meeting of the Andover Planning and Zoning
called to order by Chairperson Karen Godfrey on March 28, 2023,
Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesq
Commissioners present:
Commissioners absent:
Also present:
Scott Hudson, Bert Koehler IV,
Shafto, and Ryan Winge
Patrick Shuman, Jr.
Community Devel
City Planner Peter
Associate Planner
Others
PLEDGE OFALLEGLANCE
APPROVAL OF MINUTES
March 14, 2023 RegularXeeting Minutes
Director Joe Janish
Griffiths
mission was
p.m., at the
Jonathan
City Planner Hell5g6rs requested the following correction:
Page 2, Line.,22: Currently reads, "property being discussed and that the variance is
requesting of split". Change to, "property being discussed and that the applicant is
requestW a variance for a lot split that would otherwise not meet City Code."
Wlion by Commissioner Loehlein, seconded by Commissioner Hudson, to approve the
minutes as amended. Motion carried on a 5 -ayes, 0 -nays, 1 -present (Shafto), 1 -absent
(Shuman) vote.
PUBLICHEARING. Conditional Use Permit (CUP) Amendment for the placement of
additional antennas onto the existing water tower on the property located at 1685
Crosstown Blvd NW, (PID#. 22.32.24.4L 0006) submitted by New Cingular Wireless,
PCS, LLC c% Steve Ward (Applicant)
The Planning & Zoning Commission is requested to hold a public hearing and make a
recommendation to the City Council on a Conditional Use Permit (CUP) amendment
requested by Steve Ward, representing Cingular Wireless, PCS, LLC, to place six
Regular Andover Planning and Zoning Commission Meeting ��`/ `
Minutes — March 28, 2023 V
Page 2
1 additional antennas onto water tower #2 on property located at 1685 Crosstown Boulevard
2 NW. City Planner Hellegers noted the purpose of this item is to hold a public hearing and
3 take input on this CUP request by New Cingular Wireless, PCS, LLC. He displayed a map
4 of the subject site and noted the water tower currently has antennas. A CUP is required to
5 locate an antenna above 35 feet in height. The water tower top is 169 feet tall and this
6 proposal would have an antenna tip height of 176 feet 5 inches. He noted the current height
7 of equipment on water tower #2 is 184 feet.
9 Mr. Hellegers reviewed the proposed CUP with the Commission and asked them to look
10 over the stipulations in the Code of Conditional Uses to make sure the applicant meets the
11 criteria for granting a CUP, and that the effect won't have negative impacts on health,
12 safety, morals, or general welfare. He then opened the discussion to questions from the
13 Commission.
14
15 Commissioner Winge asked if there are restrictions on the height of the antennas. Mr.
16 Hellegers shared under Code, there are no restrictions.
17
18 Motion: Chair Godfrey assumed a motion to open the Public Hearing at 7:04 p.m. Motion
19 carried by unanimous consent.
20
21 Steve Ward, Ward Development, 15 Park Place, Swansea, Illinois, shared he was present
22 at the meeting representing AT&T. He explained this project is similar to other installations
23 on the tank. They plan to take over a former Sprint location, so the new antennas will be
24 similar to what was there before the tank was painted. He shared a benefit of using a prior
25 Sprint location is that all the penetrations, electrical and conduit runs are in place.
26
27 Commissioner Koehler asked if Mr. Ward is looking at any sites other than the Crosstown
28 Boulevard location. Mr. Ward stated they are not, unless the City wants to build another
29 tower. The applicant approached the City to see if they would like to build another cell
30 tower at a park or near the business area, and the City said they would prefer to have things
31 added to existing structures. If water tower #2 works for the City, it works for the
32 applicant's engineering and they would be happy to co -locate in Andover.
33
34 Chair Godfrey asked what the anticipated time of construction is. Mr. Ward shared it is
35 pending a successful lease, a process which they have begun but still need to make sure
36 zoning is in place. Mr. Ward expects the leasing process to take 6-8 weeks, and hopes to
37 have a building permit within 3-4 months. He would like to get the antennas added before
38 cold weather comes again.
39
40 Motion: Chair Godfrey assumed a motion to close the Public Hearing at 7:07 p.m. Motion
41 carried by unanimous consent.
42
43 Motion by Commissioner Loehlein, seconded by Commissioner Shafto, to recommend to
44 the City Council approval of the Conditional Use Permit amendment requested by Steve
45 Ward, representing Cingular Wireless, PCS, LLC, to place six additional antennas onto
Regular Andover Planning and Zoning Commission Meeting (�
Minutes —March 28, 2023
Page 3
1 water tower #2 on property located at 1685 Crosstown Boulevard NW, subject to the five
2 conditions detailed in the draft resolution. Motion carried on a 6 -ayes, 0 -nays, 1 -absent
3 (Shuman) vote.
4
5 Mr. Hellegers stated that this item would go before the Council at an upcoming City
/411 Council meeting. He stated the specific date would be shared later. I
8 OTHER BUSINESS
9
10 City Planner Hellegers shared updates from previous meetings. Tw meetings ago, the
11 Commission looked at a Conditional Use Permit for a religion ' stitution, which went
12 forward to Council on March 21, 2023 and was approved wi an additional condition for
13 the drop off area's driveway on 136th Lane NW. At t ast meeting, the Commission
14 considered a variance for a proposed lot width and si , ut that application was withdrawn
15 and did not go before Council. A Code amen ent for fence height was approved by
16 Council on March 21, 2023.
17
18 ADJOURNMENT
19
20 Motion by Commissioner son, seconded by Commissioner Koehler, to adjourn the
21 meeting at 7:10 p.m. M 'on carried by unanimous consent.
22
23 Respectfully Sub fitted,
24
25
26
27 tina Haas, Recording Secretary
28 imeSaver Off Site Secretarial, Inc.
THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE
SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT,
CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A
FUNCTIONAL SITE.
AT&T
PROPOSED AT&T ANTENNAS
THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING:
MOBILITY
L --
---- ----- ------
--.... ___....
TIP HEIGHT O 3 176'-5' ACL
PROPOSED-TOWER:
INSTALL (6) COMMSCOPE NNH4-65D-R6 ANTENNAS
INSTALL (9) NOKIA LTE RRH UNITS
7900 XERXES AVE S
(AT PROPOSED AT&T ANTENNAS
INSTALL (3) RAYCAP DC9-48-60-18-BC-EV SURGE UNITS
3RD FLOOR
(9) PROPOSED RRH UNITS
INSTALL (3) DC POWER TRUNKS
INSTALL (3) FIBER TRUNKS
BLOOMINGTON MN 55431
ii
(3) PROPOSED SURGE UNITE
T------------—
� --_-�—
RAD CENTER O 172'-0' ACL
PROPOSED-PLATFORM:
�
-.,
INSTALL (1) PROPOSED DELTA OUTDOOR CABINET
INSTALL (1) CPS KR
\\
__-----------
: �
.___-
-- �--
-- �---'
PROPOSED-SITE:
INSTALL (2) RAYCAP DC12-48-60-0-25E OUTDOOR SURGES
_
L
(BY OTHERS)
-
INSTALL (3) ROSENBERGER FB-15-ABOX FIBER ENCLOSURES
i
i
BLACK & VEATCH
BLACK & VEATCH CORPORATION
I
7760 FRANCE AVENUE SOUTH
_
SUITE 1200
�\
BLOOMINGTON, MNMN 55435
I
rlSmc v[RIEON AraJrvns
PROJECT N0: 129341.1299
TU
DRAWN BY: MSC
l
!I
CHECKED BY: GV
'I
!
AT&T TO VERIFY
REQUIRED PLATFORM
1 I�
EQUIPMENT.
-xlsm. mnTEa 'owR
o�
I
I
I
I
I
1'
ILII 1
I
1 01/10/23 YC COMNFMS
0 13/,W/22 ISSUm fOR WNSfRUL11011
PROJECT DESCRIPTION
REV DATE DESCRIPTION
I; II
1. FENCE NOT ENTIRELY SHOWN FOR CLARITY.
2. WHEN STACKING CABLES 3 OR MORE DEEP, USE
I HEREBY CERTIFY THAT THIS PLAN,
II
STACKABLE SNAP-INS, TALLEY PART NUMBER
SPECIFICATION, OR REPORT WAS
I�
II 1
SSH-158-3 (OR ENGINEER APPROVED EQUAL)
PREPARED BY ME OR UNDER MY
(3) PROPOSED 3-PAIR DC POWER TRUNK CABLES AND
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED PROFESSIONAL
li
(3) PROPOSED 24-PAIR FIBER TRUNK CABLES ROUTED INSIDE OF
NOTES
ENGINEER UNDER THE LAWS OF THE
li !
EXISTING WATER TOWER ON PROPOSED WATER TOWER CONDUIT PIPE
STATE OF MINNESOTA.
q
III
PRINT NAME: PATRICK JOHN MCGREGOR
I; 'j
PROPOSED AT&T
1.
II ill
EQUIPMENT CABINET
I�
SIGMA RE
II ill
(3) PROPOSED FIBER CABLE
ENCLOSURES MOUNTED ON
DATE:01/23/2023
LICENSEp 55606
PROPOSED ICE BRIDGE POST
Ili UNDER ICE BRIDGE
I�R
IS A NOTATION OF UW TDR ANY PERSON,
(2) PROPOSED DC12-4B-60-0-25E
UNLESSUEY ME ACTING
GESUNDER E DIMECDON
OUTDOOR SURGE UNITS MOUNTED TO
TO ATER 1X15 DOCUMENT.
PROPOSED WALK IN CABINET
II
i.
j III
(BY OTHERS)
IRIS-RdC 1-V013KT
TQ,PV%NT (rYP)_
HIDDEN CREEK PARK
MNLO1104
1685 CROSSTOWN BLVD NW
Fx, iNc -rRA✓E (m)-
ANDOVER, MN 55304
. Iii:
1 I.
NSB
II
III
THE PASSING STRUCTURAL ANALYSIS FOR THE EXISTING WATER
TOWER AND MOUNTING SYSTEM WAS COMPLETED BY TRILEAF
SHEET TITLE
ON 12/19/2022.
1
TOWER ELEVATION
. _- .�� r�,in Gamey �i �;`.�M"�.x�i; � A�� 7i �n�N'`��..`/�)f�n✓v;��i.X. �`);vti=�v^v�Y��
_
SHEET NUMBER
-12
T-1
PROPOSED
TOWER EAST
ELEVATION
12' B' 4' 0 10'
20'
T2
STRUCTURAL NOTE
3/32-=1'-0'
Al
AZI20UTH AZIMUTH
(LTE) (20'
_
^�
h
EZs➢NC T--IdOBIL ACE;I�%AS
A MOUNT ANALYSIS WAS NOT PERFORMED AS A PART OF THE
SCOPE OF WORK INCLUDED IN THESE CONSTRUCTION DRAWINGS.
AT&T
MOBILITY
7900 XERXES AVE S
3RD FLOOR
BLOOMINGTON MN 55431
MOUNT ANALYSIS NOTE
1. RAYCAP DC9-48-60-24-BC-EV SURGE SUPPRESSOR WILL
ROUTE POWER AND FIBER TO EACH SECTORS TOWER
MOUNTED RRHS.
_
C l ��
ePROPOSED ANTENNA AND
PROPOSED LTE RRH UNIT \
T_4 MOUNTED ON PROPOSED MAST
PIPE MOUNT ON EXISTING
HANDRAIL (TYP OF 3) ��---EXSrING LAOUEE
��C%gING '.4N ER
A2C2 _ �J ' 5WTR HANCRA-
245
(LTE) I •III j /�I
II I
PROPOSED SURGE II \
3 PROTECTION UNIT ON
T-4 EXISTING CORRAL
e (TYP OF 3) AZICl
MUTH I I \I �, �✓
245'
(LTE)
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
MNBLOOMINGTON, MN 55435
PROJECT NO: 129341.1299
DRAWN BY: MSC
VVV
PROPOSED ANTENNA AND
(2) PROPOSED LTE RRH UNITS 1 2
CHECKED BY: GV
MOUNTED ON PROPOSED BACK T_4 T-4
TO BACK MOUNT OYP OF 3)
�
482
B1
AZIMUTH
(LTE)
�jJ pe
AZIMUTH
14W
(LTE)
1 01/30/21 5.1C COMMEMS
']]P L�L�`5-npTB
0 14/10/RR ISSUED i'OP COXSIRUCIION
qEV MTE OESCRIPIION
m,�ti +T'I �u'fA
IW0'
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
ANTENNA LAYOUT PLAN
12" 6'0 1' 2' 3' 4' 5' 6' 7'
1
STATE OF MINNESOTA.
ePROPOSED MESSENGER PIPE
PRINT NAME: PATRICK JOHN MCGREGOR
T-4 PROPOSED BANJO BOX
(3) PROPOSED 3-PAIR DC
AV
\
BIG AT RE:6yncz T�{p�
-
POWER TRUNK CABLES AND
(3) PROPOSED 24-PAIR FIBER TRUNK
CABLES ROUTED INSIDE OF EXISTING
WATER TOWER ON PROPOSED BANJO
BOXES ON PROPOSED MESSENGER PIPE
\
�\
-EXISIR WA-ER
.OW _F
_
V
DATE:O1 23 2023
/ /
LICENSE# $5605
R IS A AIEY ME OF G DE Ti PERSON.
UNLESS UCNSSM RIOFE5SICIV1 ENOINDA ON
TO ALTER THIS DOCUMENT.
HIDDEN CREEK PARK
\
MNL01104
1685 CROSSTOWN BLVD NW
\
ANDOVER, MN 55304
N
\
NSB
P
\\
SHEET TITLE
1'11
s•B
ANTENNA CONFIGURATION
SHELL' NUMBER
IPP
T-2
COAX ROUTING DIAGRAM
12' 9. 6. 3. 0 1' 2'
2
NOTES
THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE
SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT.
CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A
FUNCTIONAL SITE.
THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING:
AT&T
MOBILITY
PROPOSED-TOWER:
PROPOSED AT&T GPS ANTENNA 44
C-4
INSTALL (6) COMMSCOPE NNH4-65D-R6 ANTENNAS
INSTALL (9) NOKIA LTE RRH UNITS
INSTALL (3) PAYCAP DCG-4B-60-1B-8C-EV SURGE UNITS
INSTALL (3) DC POWER TRUNKS
INSTALL (3) FIBER TRUNKS
7900 XERXES AVE S
3RD FLOOR
BLOOMINGTON MN 55431
(3) PROPOSED FIBER CABLE
PROPOSED-PLATFORM:
ENCLOSURES MOUNTED ON 2
PROPOSED EQUIPMENT PIPE C-4
a
INSTALL (1) PROPOSED DELTA OUTDOOR CABINET
INSTALL (1) GPS KR
(2) PROPOSED DC12-48-60-0-25E ePROPOSED-SITE:
OUTDOOR SURGE UNIT MOUNTED TO Q_q
PROPOSED WALK IN CABINET (BY OTHERS)
INSTALL (2) RAYCAP DC12-48-60-0-25E OUTDOOR SURGES
(BY OTHERS)
INSTALL (3) ROSENBERGER FB-15-ABOX FIBER ENCLOSURES
PROPOSED AT&T
°
15'-0•x
LEASE AREA
�
BLACK & VEATCH
E%,� INC T-VODaE
EOUT-HENT (tt-)
FxS41NG -_FRAY" (JY�)
\
EF -INC AJf:`_n/ i i� 1 \
I/
// �
♦ _ l I j
\`�
�/\
SEE PLATFORM e
PAYOUT PIAN C_]
PROPOSED 1
WUC CABINET C-4
ExSTNG WATER
TOw'ER -[uDRAWN
I'IJC WATCR
BUCCORPORATION
fi0 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129341.1299
BY: MSC
CHECKED BY: GV
TGY:ER PIPE 'T-p)
-
AT&T TO VERIFY
PROPOSEDrj
AT&T METER I`T/
IN EXISTING METER BANK 1\/Ex:ST
/12MIT
1
Ex..-.NG
`_
-F J �L]
'
NG VERT/re
E%IST NG IC[ BRIDGE
REQUIRED PLATFORM
EQUIPMENT.
WNS1RUCfpN
[R.4WTE
DSCRIMEO TR
DESCRIPTOR
I HEREBY CERTIFY THAT THIS PLAN,
MITE: (T"P) �° rpn+fes U:R4 ER)
�'
Ex S-ING
GE^ERA<L
RC.,E FTn,.LE
-'
SPECIFICATION, OR REPORT WAS
PREPARED ME OR UNDER MY
DIRECT SUPERVISION AND THAT
AM A DULY LICENSED PROFESSIONAL
PROJECT DESCRIPTION
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
Ex SINGPRINT
PER=_cmEE :OJR -- `
_
2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM
SEPARATION BETWEEN THE PROPOSED LTE GPS ANTENNA
AND TRANsmnNG ANTENNAS.
NAME: PATRICK JOHN MCGREGOR
LXSING
Uv:iR-EAD U::OR--
\\
�` ^ .�
v �
�/
1 ^ /'
/--� ,1^yam
3. PROPERTY ONES ARE APPROXIMATIONS ONLY.
4. ANTENNAS & MOUNTS OMITTED FOR IDE LIN
S. FOR FIBER TRUNK REF AT&T LTE GUIDE ONES REV. 1.9
PAGE 13 TABLE 2.1.2.
SIG. NATpRE:
�1}ATE:01`• fw
DATE:U1/23/2023
LICENSE#55605
6. FOR DC POWER CABLE TRUNK REF AT&T LTE GUIDE
LINES REV 1.9 PAGE 14 TABLE 2.1.3
RIS A WDIARE OF G U RIR ANY PERSON,
UNUOF UC ARE ACTING UNDER THE DIRECTION
OF A OTO ALTER THISS OCUM ENGINEER,
TO ALRR THIS DOCUMENT.
NOTES
HIDDEN CREEK PARK
MNLO1104
1685 CROSSTOWN BLVD NW
m
WOOD FENCE -_ �-=
CHAIN LINK FENCE _.._ x __.. __... r _....._.._.
ANDOVER, MN 55304
NSB
y0
mAyA�!�A
ISO
PROPOSED ICE BRIDGE -- - -- -
-
EXISTING ICE BRIDGE
SHEET TITLE
COMPOUND PLAN
SHEET NUMBER
C.2
COMPOUND PLAN
6' 4'
2' 0 5'
10'
1
LEGEND
3/16"=1'-0"
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and City Council
CC: Jim Dickinson, City
FROM: Michelle Harmer, Deputy City Clerk
SUBJECT: Reschedule July 4, 2023 Council Meeting
DATE: April 4, 2023
INTRODUCTION
The first Council meeting in July falls on Independence Day.
DISCUSSION
It is recommended the July 4, 2023 Council meeting be rescheduled.
Suggested option are:
Monday, July 3, 2023
Wednesday, July 5, 2023
Or another date acceptable to the Council
ACTION REQUESTED
The City Council is requested to reschedule the first Council meeting of July.
Respectfully submitted,
Michelle Harmer
Deputy City Clerk
Attach: July 2023 Calendar
16.
July 202 3
Sun Mon Tue Wed Thu Fri Sat
1
2
3
4
Independence Day
5
6
Park Mtg. 6:00
Pm
7
8
9
10
it
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
FROM: Jim Dickinson, City Administrator
SUBJECT: Administrator's Report
DATE: April 4, 2023
Administration & Department Heads present at the meeting will provide a brief verbal update on
various items of interest to the City Council and to the residents at the meeting. Listed below are
a few areas of interest:
1. City Department Activities
2. Update on Development/CIP Projects
3. Legislative items
4. Meeting reminders
Upon receipt of the meeting packet, if a member of the Council would like an update on a particular
item, please notify me so an adequate update can be made.
al