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CC - August 15, 2023
Y 0 F OVL. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, August 15, 2023 Call to Order — 7:00 p.m. Pledge of Allegiance Proclamation — Constitution Week Resident Forum Agenda Approval 1. Approval of Minutes (7/31/23 Regular; 7/31/23 Closed) Consent Items 2. Approve Payment of Claims — Finance 3. Approve Change Order #2/23-17/2023 Full Depth Reclamation — Engineering 4. Receive July 2023 City Investment Reports —Administration 5. Receive July 2023 General Fund Budget Progress Report — Administration 6. Receive July 2023 Community Center Update — Administration 7. Approve Changes to Personnel Policy —Administration Discussion Items 8. Anoka County Sheriff- Presentation/Consider 2024 Law Enforcement Proposal — Sheriff 9. Anoka County Sheriff's Office Monthly Report - Sheriff 10. Remove from Table & Consider Variance Request —14358 Butternut St NW; PID# 25-32-24-41- 0073 — Joseph & Kaitlin Sullivan (Applicants) — Planning 11. Consider Interim Use Permit (IUP) Amendment — 13655 Round Lake Boulevard; PIDs PIDs 34- 32-24-42-0009 and 33-32-24-42-0007 — Grace Lutheran Church of Anoka (Applicant) — Planning 12. Consider a Preliminary Plat for the third phase of the Petersen Farms development which will be known as Legacy at Petersen Farms. (Applicant — JD Andover Holdings) — Planning Staff Items 13. Administrator's Report —Administration Mayor/Council Input Adjournment CITY OF ANDOVER PROCLAMATION Constitution Week September 17-23, 2023 WHEREAS, September 17, 2023 marks the two hundred and thirty-sixth anniversary of the drafting of the Constitution of the United States of America by the Constitutional Convention and; WHEREAS, it is fitting and proper to accord official recognition to this magnificent document and its memorable anniversary; and to the patriotic celebrations which will commemorate the occasion; and WHEREAS, Public Law 915 guarantees the issuing of a proclamation each year by the President of the United States of America designating September 17 through 23 as Constitution Week, NOW THEREFORE, I Sheri Bukkila, Mayor of the City of Andover, do hereby proclaim the week of September 17 through 23 as Constitution Week And urge all Andover residents to study the Constitution, and reflect on the privilege of being an American with all the rights and responsibilities which that privilege involves. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Seal of the City to be affixed this 15' day of August 2023. Mayor Sheri Bukkila Councilmember Jamie Barthel Councilmember Rick Engelhardt Councilmember Randy Nelson Councilmember Ted Butler 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council \�V� I CC: Jim Dickinson, City FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Approval of Minutes DATE: August 15, 2023 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration, and submitted for City Council approval: July 31, 2023 Regular July 31, 2023 Closed DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Harmer Deputy City Clerk Attach: Minutes 01. 0 8 REGULAR ANDOVER CITY COUNCIL MEETING — JULY3l, 2023 9 MINUTES 10 11 12 The Regular Bi -Monthly Meeting of the Andover City Council was called to order by Acting 13 Mayor Jamie Barthel, July 31, 2023, 7:00 p.m., at the Andover City Hall, 1685 Crosstown 14 Boulevard NW, Andover, Minnesota. 15 16 Councilmembers present: Jamie Barthel, Ted Butler, Rick Engelhardt, and Randy Nelson 17 18 Councilmember absent: Mayor Sheri Bukkila 19 20 Also present: City Administrator, Jim Dickinson 21 Community Development Director, Joe Janish 22 Director of Public Works/City Engineer, David Berkowitz 23 City Attorney, Scott Baumgartner 24 Associate Planner, Jake Griffiths 25 26 PLEDGEOFALLEGL9NCE 27 28 RESIDENTFORUM 29 30 Merl Procbniak, 2941 1415 Avenue NW, came forward and shared that he heard there is a 31 contaminated well off Crooked Lake Boulevard. He added there are scheduled meetings for Red 32 Oaks and Crooked Lake and noted he is concerned with what is going on with testing of water in 33 Andover. He suggested looking at this sooner rather than later as residents are drinking this 34 contaminated water. He stated the City needs to do better to protect the residents and this needs to 35 be addressed. He added the priorities in the City may need to be reevaluated and he would give up 36 his road repair to ensure other residents have safe drinking water. 37 38 Mr. Dickinson explained a meeting is being coordinated with the Red Oaks neighborhood. He 39 noted the mitigation area will be getting improvements in the extension of city water. He stated 40 the meeting will be to discuss this process and next steps. He shared that in the neighborhood off 41 Crooked Lake, East Brook Terrace, contaminants were found in private wells. He stated MPCA, 42 Department of Health, and the EPA are doing a systematic testing of wells in this area and a 43 targeted mailing will be going out to the area being tested. He added they are also pushing the 44 MPCA and the EPA to do further testing throughout the community. 45 46 Councilmember Nelson added there is also testing being done west of Crooked Lake Boulevard. 47 Mr. Dickinson noted they are testing and starting to expand beyond the original area. He stated Regular Andover City Council Meeting Minutes — July 31, 2023 Page 2 1 this information is rather fluid and the meeting concerns the area east of Crooked Lake Boulevard. 2 3 Councilmember Nelson asked if all of the residents in this area were notified by a letter. Mr. 4 Dickinson said yes and stated there is also information online. He added these meetings will be at 5 City Hall and also on Zoom. 6 7 AGENDA APPROVAL 9 Motion by Butler, Seconded by Nelson, to approve the Agenda as presented. Motion carried 10 unanimously. 11 12 APPROVAL OFMINUTES 13 14 July 18, 2023, Regular Meeting 15 July 18, 2023, Workshop Meeting 16 17 Motion by Nelson, Seconded by Engelhardt, to approve the July 18, 2023, Regular meeting and 18 Workshop meeting minutes as presented. Motion carried unanimously. 19 20 CONSENT ITEMS 21 22 Item 2 Approve Payment of Claims 23 Item 3 Approve JPA with Anoka County/22-37/Round Lake Blvd. NW Reconstruction 24 Item 4 Approve Amended Fee Schedule (See Ordinance 555) 25 26 Motion by Nelson, Seconded by Butler, to approve of the Consent Agenda as read. Motion carried 27 unanimously. 28 29 CONSIDER INTERIM USE PERMIT (IUP) AMENDMENT -16045 NIGHTINGALE ST. 30 NW, PID# 15-32-24-42-0006 - ANDOVER CHRISTLIN CHURCH (APPLICANTS) 31 32 Andover Christian Church is requesting an extension of the timeframe to 18 months to remove 33 subordinate classroom structures on their property. The current permit expires on August 31, 2023. 34 35 Mr. Griffiths reviewed the staff report and request from Andover Christian Church to delay the 36 removal of their temporary classrooms. He noted the applicant is working with their congregation 37 to secure financing to move plans forward for these improvements. He noted the Planning and 38 Zoning Commission recommended approval of this IUP. 39 40 Councilmember Nelson stated he is excited that they could be finishing this process in 18 months 41 as this process originally started in 1998. 42 43 Acting Mayor Barthel asked if they just have one of these units on their property. Mr. Griffiths 44 stated it is just one large structure. Regular Andover City Council Meeting Minutes — July 31, 2023 Page 3 Acting Mayor Barthel asked if the applicant would like to come forward to speak. Bill Barber, a representative from Andover Christian Church, came forward and shared that the church has received the bids for the project and financing has been secured. He noted they will have a contract with Kinghorn Construction and the plans will be presented to the City for permits to get the project started. He added they are hopeful that this will not take the whole 18 months. 9 Councilmember Engelhardt asked if this is a mobile structure and if it will be demolished or just 10 moved elsewhere. Mr. Barber stated this is a mobile unit and he is not sure if it will be reused. 11 12 Mr. Dickinson noted the contractor that the Church is working with has worked within the City 13 and is familiar with the City requirements. 14 15 Councilmember Butler added he is pleased to see this being brought back as an 18 -month extension 16 rather than another 5 years. 17 18 Acting Mayor Barthel explained he is not a fan of these types of structures as they do not have the 19 best safety measures and they can be an eyesore. He noted he does not normally support extensions 20 of these types of structures; however, with it being 18 months he can support it. He shared his 21 appreciation for the 18 month timeline. 22 23 Motion by Nelson, Seconded by Engelhardt, to approve Resolution No. R053-23 granting an 24 Interim Use Permit for extending the time for the removal of a subordinate classroom structure on 25 the property located at 16045 Nightingale Street NW. Motion carried unanimously. 26 27 CONSIDER VARIANCE REQUEST -14358 BUTTERNUT ST NW; PID# 25-32-24-41-0073 28 - JOSEPH & KAITLIN SULLIVAN (APPLICANTS) 29 30 The applicants are requesting a variance from the rear yard setback requirements established within 31 City Code for an addition to their home. The addition would be for a screened in porch. 32 33 Mr. Griffiths reviewed the staff report concerning a variance request for a home add-on. He noted 34 the applicant is requesting a 27 -foot setback. He added this home was constructed farther back 35 than a normal front yard setback. He stated the Planning and Zoning Commission recommends 36 denial of the application, based on variance criteria #2, stating that the applicant would have the 37 ability to redesign the project in a way that would meet the City Code and would not require a 38 variance. 39 40 Councilmember Nelson asked if the Planning and Zoning Commission denied this because it can 41 be reconfigured to fall within the City Code. Mr. Griffiths said yes and that the variance would be 42 for 3 feet. He added there are other options that would meet City Code. He explained the house is 43 39 feet from the rear property line and the rear yard setback in 30 feet. 44 Regular Andover City Council Meeting Minutes — July 31, 2023 Page 4 1 Acting Mayor Barthel asked the applicants to come forward. 2 3 Joseph Sullivan, 14385 Butternut Street NW, the applicant, came forward and shared that criteria 4 #2 was heavily discussed at the Planning and Zoning Commission meeting. He stated this criteria 5 is vague as the circumstance was not created by the applicant. He noted when the house was built, 6 it was setback farther than usual because of the grading of the driveway. He shared that he 7 understands that they could reconfigure the porch but it is a 10% difference and they are hoping to 8 have the variance granted. He added the contractor also recommends this for the structural 9 integrity. 10 11 Councilmember Butler noted he understands that the 3 extra feet makes a significant difference 12 for the use of the structure. He asked for more information on what the extra 3 feet does for the 13 structural integrity. Mr. Sullivan stated the contractor was unable to attend the meeting this 14 evening. He stated from a 9 -foot perspective, making the structure more rectangular it ties into the 15 house in a different manner than the 12 -foot structure would. He noted there would also be options 16 with the 9 -foot deck to have a freestanding structure on top of the deck that would not be tied into 17 the house and would not be as structurally sound. He stated they are looking into a 9 -foot porch 18 rather than the requested 12 foot, but it would change the use of their porch and how it ties into 19 their home. 20 21 Mr. Sullivan explained they have spoken to their neighbors and none of the neighbors are opposed 22 to this structure, and they have received signatures and email support for the approval. 23 24 Councilmember Butler asked if they wanted to build a free standing structure, like a gazebo, 25 beyond the setback they would be able to do so. Mr. Griffiths stated if the property owner wants 26 to build an accessory structure rather than an addition, there is a different setback requirement. 27 28 Councilmember Butler asked about criteria #2 that the Planning and Zoning Commission focused 29 on as their reason for recommending denial. He noted it is hard to understand how the 30 circumstances were created by the landowner, not the developer. Mr. Griffiths explained the 31 Planning and Zoning Commission's discussion hinged on the latter part of the criteria that the 32 circumstance is unique to the property and was not created by the landowner. He stated in this 33 situation, the property owner can currently meet the City Code if they modify the design of their 34 project. He added the argument was that the applicant is creating the need for the variance by 35 wanting to build the porch in a way that does not meet City Code. 36 37 Councilmember Nelson shared that situations like this are very difficult and the reason for the 38 Planning and Zoning Commission is to look at these types of items and make recommendations 39 for the Council. He noted the Council has to take the Planning and Zoning Commission 40 recommendation into account. 41 42 Councilmember Engelhardt asked if the difference in the setback is due to flooding and water 43 control. Mr. Griffiths stated this is a standard rear yard setback for this zoning district. 44 Regular Andover City Council Meeting Minutes —July 31, 2023 Page 5 1 Acting Mayor Barthel shared that he watched the Planning and Zoning Commission meeting. He 2 stated the discussion at the meeting was great and he feels horrible for the property owners that 3 their driveway was moved by the builder. He explained because of this decision, the property now 4 has constraints. He reiterated something that a Planning and Zoning Commissioner said during the 5 meeting, that just because the current neighbors do not have a problem with it, that does not mean 6 that the next neighbors will feel the same way. He explained this could create a domino effect of 7 requests if the City allows this. He noted since the design can be modified to fit within the easement 8 it is hard for the Council to approve their request. He stated he is not in support of the variance. 9 10 Councilmember Butler concurred with a lot of what Acting Mayor Barthel shared. He noted the 11 variance process exists for a reason, to allow for reasonable uses under certain criteria. He 12 reviewed the criteria and shared that he sees this as a reasonable request for a variance and meets 13 the criteria. He noted that he supports the variance. 14 15 Acting Mayor Barthel reviewed criteria #2 and shared that the Planning and Zoning Commission 16 had issues because of the driveway and the driveway being approved by the homeowners. He noted 17 because the homeowners approved of the driveway, the circumstance was created by them. 18 19 Mr. Baumgartner stated the Council should talk this out to see if any one member would be able 20 to be swayed one way or another. He noted this cannot be approved or denied based on a tied vote. 21 He noted if they cannot reach a decision, they would need to postpone this matter until there is a 22 five -person Council to break the tie. Mr. Dickinson added they could also choose to table this to a 23 future meeting. 24 25 Councilmember Butler shared that part of what he looks at is that these restrictions are in place for 26 the benefit of the community and they are to guide reasonable use of property that somewhat 27 restrict property rights for the people that own the property. He noted the variance process is in 28 place to determine what are reasonable exceptions to these rules. He stated he does not view this 29 as setting a precedent, rather just a situation for a variance due to the unique situation of the 30 property. He said he sees this as allowing the property owner to make a reasonable enhancement 31 to their property. He added that denying this seems as though the Council is being more rule bound 32 than they are required to be in these situations. 33 34 Councilmember Nelson emphasized the property owner could modify their design to be within the 35 variance, which he believes was the main reason for the Planning and Zoning Commission's 36 recommendation. Acting Mayor Barthel agreed. 37 38 Councilmember Engelhardt shared that the reason he is supporting the variance is because they 39 have the process in place to make reasonable accommodations for projects like this. He noted the 40 driveway is a non -issue for anything moving forward. He added the applicant is making reasonable 41 accommodations to try to make this right and it is not a catastrophic effect to the property. He 42 stated the applicants have taken aesthetics and their neighbors into account. 43 44 Acting Mayor Barthel shared that he understands the opinions of Councilmembers Butler and Regular Andover City Council Meeting Minutes —July 31, 2023 Page 6 1 Engelhardt. He stated after listening to the Planning and Zoning Commission meeting, since this 2 can be modified to fit, they have to hold steadfast to the variance. He noted this will need to be 3 tabled to the next meeting since it is a split vote. 4 5 Motion by Butler, Seconded by Nelson, to lay this item on the table for future consideration. 6 Motion carried unanimously. 7 CONSIDER ORDINANCE - PROHIBIT USE OF CANNABIS INPUBLIC 8 9 During the 2023 legislative session, a new law was passed that legalized adult -use cannabis in 10 Minnesota beginning August 1, 2023. 11 12 Mr. Dickinson reviewed the staff report concerning prohibiting the use of cannabis in public 13 places. 14 15 Councilmember Butler stated there was a lot of confusing discussion in the past around 16 intoxicating and non -intoxicating THC when it was previously discussed. He asked if they will 17 run into similar issues and confusion with the language in this ordinance. Mr. Baumgartner 18 explained that the new law for the State is 155 pages long and this is all addressed in the law. He 19 noted some modifications and clarifications were made to the THC law to clear it up. He stated 20 the City has to make modifications to their own ordinance because of the law change. He added 21 they will not have the same issue with this language as with the THC language as they have done 22 a better job of identifying and describing low potency edibles. He stated the primary reason for 23 this ordinance is to address smoking in public. He noted this will likely be educational for the first 24 few months. 25 26 Councilmember Butler stated he supports the ordinance; however, he is aware that there can be 27 unintended consequences to the definitions that are put into these ordinances. Mr. Baumgartner 28 stated there are going to be some unintended consequences in a 155 -page document that was 29 passed. He noted this should be figured out as situations arise. He stated this allows those who 30 want to partake in adult -use cannabis to do so and allow those who choose not to partake to be 31 forced into a situation of having to be around someone who chooses to partake. 32 33 Mr. Dickinson shared that they have been waiting on guidance from the State and the League of 34 Minnesota Cities on this and they have not yet received it. He noted this item is of imminent 35 importance and there will be other similar items that will be coming forward. 36 37 Mr. Baumgartner shared that something that stuck out to him in the law is that every city must 38 have a minimum of one licensed retailer per population of 12,500 residents. He noted there is also 39 a criteria in the law that states that cities may prohibit the retailer within a certain distance from 40 different places. He stated it is possible that the prohibited areas could not leave a single area in a 41 city where a retailer could be, which was not addressed in the law. He added there is also no penalty 42 provision in the law for anyone who uses cannabis under the age of 21. 43 44 Councilmember Butler asked if this will be coming back to the Council. Mr. Baumgartner said yes Regular Andover City Council Meeting Minutes — July 31, 2023 Page 7 1 and explained that the Council will have to discuss zoning, locations, and other items. He added 2 that licenses will not be issued until January 1, 2025. He noted the State is still putting together a 3 cannabis oversight commission which will govern all licensing provisions. 4 5 Mr. Dickinson noted the first discussion of these changes will need to go through the Planning and 6 Zoning Commission and will take time. 7 8 Acting Mayor Barthel stated he has heard people say that alcohol is allowed in public but not 9 cannabis. He asked if alcohol is allowed in public places in Andover. Mr. Dickinson said no. 10 11 Acting Mayor Barthel stated this matches the City's alcohol policy. 12 13 Mr. Baumgartner added the League of Minnesota Cities has encouraged people to look at cannabis 14 like it is alcohol as the restrictions are very similar. 15 16 Mr. Dickinson noted the statute allows for temporary provisions just as it does for alcohol. 17 18 Councilmember Engelhardt asked about the controls and compliance between having this 19 ordinance in place and the legalization of August 1't. Mr. Baumgartner stated it will go into effect 20 seven days after publication. He stated if this passed, he would reach out to the Sheriffs Office 21 and give them a copy of the ordinance and also get the ordinance added to the Code Enforcement. 22 He noted he would ask the Sheriffs Office to use the first few weeks and months of this as an 23 educational component. 24 25 Motion by Nelson, Seconded by Butler, to adopt Ordinance No. 556, adopting Title 5, Chapter 12 26 use of cannabis in public. Motion carried unanimously. 27 28 ADMINISTRATOR'S REPORT 29 30 City Staff updated the Council on the administration and city department activities, legislative 31 updates, updates on development/CIP projects, and meeting reminders/community events. 32 33 (Administrative Staff Report) Mr. Dickinson reviewed the Administrative Staff report, 34 highlighting that the City is working with the MPGA, EPA, and the Minnesota Department of 35 Health to coordinate meetings for the water issues that were discussed earlier in the evening. He 36 noted many different departments have been helping work on this. He stated the budget and CIP 37 planning are in full force. He added they are working on some land negotiations. He shared that 38 he participated in the Metro Cities' policy development and participated in policy development for 39 metro agencies as well as revenue and taxation. He noted he has also sat on the Regional Planning 40 Advisory Committee with the Met Council and hopes to get some other surrounding cities to 41 participate in this in the future. He added he has also been spending lots of time on the new 42 cannabis laws. He noted there are 39 new homes in the City. He shared that building has slowed 43 residentially but commercial is still going strong. 44 Regular Andover City Council Meeting Minutes — July 31, 2023 Page 8 1 (Public Works/Engineering Department Report) Mr. Berkowitz reviewed the Public Works and 2 Engineering report highlighting construction updates in regard to 16.5 miles of roads being done 3 this year. He shared that they are nearly 80% complete with this road work. He noted the 4 reclamation project was started in mid-May and every road is now paved with at least the base 5 course of bituminous. He reviewed the mill and overlay projects and noted they have all been 6 milled and paved. He noted Oak Bluff is in progress. He stated the engineering technicians have 7 been working long days six days a week to get all of this done. He thanked these individuals for 8 putting in the long hours to get the work done. He added they are currently redoing the parking lot 9 at Sunshine Park. He stated they have not yet started the parking lot at Fire Station #2. He gave 10 updates on the developments including the Fields at Winslow Cove, highlighting there will be a 11 roundabout on Prairie Road and there will be a full closure, tentatively starting August 14`h and 12 will last 8-10 weeks. He stated more information will be on the City's website and it will be 13 updated weekly. 14 15 (Community Development Department Report) Mr. Griffiths reviewed the Community 16 Development Report highlighting residential development and the Legacy at Petersen Farms 17 project which will be coming forward to the Council in the coming months. He noted there is a 18 backlog of projects that they are trying to get started. 19 20 Councilmember Nelson asked about the Woodland Estates project. Mr. Berkowitz explained they 21 went away from chip seal coating as it prematurely deteriorates. He stated they are trying reclamite 22 on this project. He noted this product rejuvenates the pavement and prevents the oxidation of it. 23 He shared that the south metro area has had good luck with this product. 24 25 MAYOR/COUNCIL INPUT 26 27 Councilmember Nelson emphasized that the City is implementing plan A for the Red Oaks 28 neighborhood and now they are going to be implementing plan B for East Brook Terrace. He noted 29 it is critical to have a strategic plan for the future. He noted they have asked the MPCA, the EPA, 30 and the Minnesota Department of Health where the contaminants are coming from, and they have 31 not gotten an answer. He encouraged residents to attend the upcoming meeting virtually to get 32 involved with this. He stated City Staff is doing all that they can and working as quickly as possible 33 on this. 34 35 Mr. Dickinson noted this is in relation to private wells that are seeing the impacts. He stated this 36 does not affect the City's water system, as the City tests regularly and meets all health standards. 37 38 Acting Mayor Barthel stated tomorrow night is the Night to Unite in Andover and encouraged 39 residents to attend a party for the event. 40 41 RECESS 42 43 Acting Mayor Barthel recessed the regular City Council meeting at 8:18 p.m. to a Closed Session 44 of the City Council to discuss union negotiations. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Regular Andover City Council Meeting Minutes — July 31, 2023 Page 9 RECONVENE The City Council reconvened at 8:29 p.m. ADJOURNMENT Motion by Butler, Seconded by Nelson, to adjourn. Motion carried unanimously. The meeting adjourned at 8:29 p.m. Respectfully submitted, Ava Rokosz, Recording Secretary REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —JULY 31, 2023 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE RESIDENT FORUM ............. AGENDA APPROVAL......... APPROVAL OF MINUTES.. CONSENT ITEMS ................ Item 2 Approve Payment of Claims..................................................................................... Item 3 Approve JPA with Anoka County/22-37/Round Lake Blvd. NW Reconstruction.. 2 Item 4 Approve Amended Fee Schedule (Ord. 555)... .................................................. 2 CONSIDER INTERIM USE PERMIT (IUP) AMENDMENT - 16045 NIGHTINGALE ST. NW; PID# 15-32-24-42-0006 - ANDOVER CHRISTIAN CHURCH (APPLICANTS) (R053-23)..................................................:............................:......................................... 2 CONSIDER VARIANCE REQUEST - 14358 BUTTERNUT ST NW; PID# 25-32-24-41- 0073 - JOSEPH & KAITLIN SULLIVAN (APPLICANTS) Motion to lay this item on the table for future consideration...................................................................................... 3 CONSIDER ORDINANCE - PROHIBIT USE OF CANNABIS IN PUBLIC, (Ord. 556)........ 6 ADMINISTRATOR'S REPORT .....::................. ......... ......... ; ................... 7 MAYOR/COUNCIL INPUT.................................................................................................. 8 RECESS.................................................................................................................................... 8 RECONVENE...................................:'.................;.................................................................. 9 ADJOURNMENT...................................... ................................................................................. 9 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 Administrate FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: August 15, 2023 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. Claims totaling $386,829.68 on disbursement edit list #1-5 from 07/28/2023 to 08/11/2023 have been issued and released. Claims totaling $1,216,274.12 on disbursement edit list #6 dated 08/15/2023 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. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $1,603,103.80. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, X 'ezinka i Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 07/28/2023 - 11:52AM Batch: 00428.07.2023 Invoice No Description Vendor: SmithYol Yolanda Smith Refund Damage Deposit - 2556 138th Ave NW, Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number Check Sequence: 1 640.00 0728/2023 4520-00000-24201 640.00 640.00 1 AR&W-10% Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (07/28/2023 - 11:52 ANI) Page 1 Accounts Payable Computer Check Proof List by Vendor User: AHeppell Printed: 08/04/2023 - 12:28PM Batch: 00404.08.2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: CarlsKev Kevin Carlson Check Sequence: 1 ACH Enabled: False Pool Fence 14956 Osage St NW - Pool Fence Escrow Relew 1,500.00 08/04/2023 0101-00000-24217 AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 1 Check Total: 1,500.00 Vendor: Cintas Cintas Corp #470 Check Sequence: 2 ACH Enabled: False 4163053567 Gray Mats - Veh. Maintenance 44.44 08/04/2023 0101-41930-62200 4163053602 Gray Mats - City Hall 46.62 08/04/2023 0101-41910-62200 Check Total: 91.06 Vendor: CityAndo City of Andover Check Sequence: 3 ACH Enabled: False Public Works 9,544.00 08/04/2023 0101-41930-62010 204320 1929 Crosstown Blvd 12.56 08/04/2023 0101-41930-62025 204321 Sunshine Park 349.33 08/04/2023 0101-41970-62010 204322 City Hall/Senior Center 689.44 08/04/2023 0101-41910-62010 204323 Pumphouse #6 378.42 08/04/2023 5100-48100-62010 204324 Pumphouse #7 255.96 08/04/2023 510048100-62010 204325 Hidden Creek North Park 6,202.52 08/042023 010145000-62010 204326 Shadowbrook East Park 4,237.41 08/04/2023 010145000-62010 204327 Water Treatment Plant 5,132.41 08/04/2023 510048100-62010 204328 Fire Station #3 901.04 08/042023 010141920-62010 204329 Community Center 15,483.67 08/04/2023 2130-44000-62010 204330 Community Center 478.88 08/042023 2130-44100-62010 204330 County Oaks Park 357.47 08/042023 0101-45000-62010 204332 Jay St Sprinkler House 9,269.60 08/042023 2110-00000-11310 204333 ASN Ballfields 199.52 08/04/2023 0101-45000-62010 204334 ASN Sprinkler House 11,737.51 08/042023 0101-45000-62010 204335 Woodland Estates Park 190.76 08/042023 010145000-62010 204340 Hickory Meadow Park 145.12 08/04/2023 0101-45000-62010 204348 Fire Station #1 1,704.37 08/04/2023 010141920-62010 204349 2600138th Ave NW 17.28 08/042023 450149300-62010 204350 Terrace Park - Irrigation 4,689.93 08/04/2023 010145000-62010 213002 AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Public Works - Storm Water 458.81 08/04/2023 010141930-62025 204320 2nd Parcel PW - Storm Water 351.75 08/04/2023 010141930-62025 204320 1 st Parcel PW - Storm Water 437.51 08/04/2023 010141930-62025 204320 Sunshine Park - Storm Water 12.56 08/04/2023 0101-45000-62025 204322 City Hall/Sr Ctr - Storm Water 349.57 08/04/2023 0101-41910-62025 204323 Strip Along Hanson Blvd 58.99 08/04/2023 213044000-62025 204323 CH Park Lights - Storm Water 12.56 08/04/2023 010145000-62025 204323 Pumphouse #4 12.56 08/04/2023 5100-48100-62025 204323 Pumphouse #6 - Storm Water 12.56 08/04/2023 5100-48100-62025 204324 Pumphouse #7 - Storm Water 12.56 08/04/2023 510048100-62025 204325 Hidden Creek N - Storm Water 12.56 08/04/2023 010145000-62025 204326 Shadowbrook E PK - Storm Water 12.56 08/04/2023 0101-45000-62025 204327 Water Treatment Plant - Storm 122.35 08/04/2023 510048100-62025 204328 Fire Station #3 - Storm Water 12.56 08/04/2023 010141920-62025 204329 Community Center - Storm Water 584.98 08/04/2023 213044000-62025 204330 Country Oaks Pk - Storm Water 12.56 08/04/2023 010145000-62025 204332 Hickory Meadows Pk - Storm War 12.56 08/04/2023 010145000-62025 204348 Fire Station #I - Storm Water 12.56 08/04/2023 010141920-62025 204349 Crooked Lake Boat Landing 12.56 08/04/2023 010145000-62025 212987 Eveland Fields - Storm Water 12.56 08/04/2023 010145000-62025 212988 Fox Meadow Park - Storm Water 12.56 08/04/2023 0101-45000-62025 212989 Hawkridge Park - Storm Water 12.56 08/04/2023 010145000-62025 212990 Hidden Creek E Pk - Storm War 12.56 08/04/2023 010145000-62025 212991 Hills Of Bunker Lk W Park 12.56 08/04/2023 010145000-62025 212992 Northwoods East Park - Storm 12.56 08/04/2023 010145000-62025 212993 Northwoods West Park - Storm 12.56 08/04/2023 010145000-62025 212994 Oak Bluff Park - Storm Water 12.56 08/04/2023 010145000-62025 212995 Pine Hills Park - Storm Water 12,56 08/04/2023 010145000-62025 212996 Pleasant Oaks Park- Storm War 12.56 08/04/2023 0101-45000-62025 212997 Prairie Knoll Park - Storm 12.56 08/04/2023 010145000-62025 212998 Water Tower #1 - Storm Water 12.56 08/04/2023 510048100-62025 212999 Pumphouse #8 - Storm Water 12.56 08/04/2023 510048100-62025 213000 Red Oaks W Pk - Storm Water 12.56 08/04/2023 010145000-62025 213001 Terrace Park - Storm Water 12.56 08/04/2023 010145000-62025 213002 Timber Trails Park- Storm War 12.56 08/04/2023 010145000-62025 213003 Wild Iris Park - Storm Water 12.56 08/04/2023 010145000-62025 213004 Pumphouse #1 - Storm Water 12.56 08/04/2023 510048100-62025 213005 Pumphouse #2 - Storm Water 12.56 08/04/2023 510048100-62025 213006 Pumphouse #3 - Storm Water 12.56 08/04/2023 510048100-62025 213007 Pumphouse #5 - Storm Water 12.56 08/04/2023 510048100-62025 213008 Langseth park - Storm Water 12.56 08/04/2023 010145000-62025 213009 Chesterton Commons Park 12.56 08/04/2023 010145000-62025 213012 Nordeens Park - Storm Water 12.56 08/04/2023 010145000-62025 213013 AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Creekview Crossing Park 12.56 08/04/2023 0101-45000-62025 213014 Kelsey Round Lk Park 12.56 08/04/2023 0101-45000-62025 213015 Strootman Park - Storm Water 12.56 08/04/2023 0101-45000-62025 213016 Fire Station #2 12.56 08/04/2023 0101-41920-62025 213076 Shady Knoll Park - Storm Water 12.56 08/04/2023 0101-45000-62025 213078 Oak Bluff Park 3,684.33 08/04/2023 010145000-62010 212995 Rose Park - Irrigation 4,882.67 08/04/2023 0101-45000-62010 214132 Pumphouse#3 642.39 08/04/2023 5100-48100-62010 213007 Wild Iris Park 1,329.55 08/04/2023 0101-45000-62010 213004 2542 138th Ave - Sewer 262.08 08/04/2023 4520-49300-62010 218035 2542 138th Ave - Storm Water 14.44 08/04/2023 4520-49300-62025 218035 Thorson Property 12.56 08/04/2023 0101-41930-62025 218109 Vehicle Maintenance - Storm 132.18 08/04/2023 6100-48800-62025 219102 Lions Park - Inigatoin 2,582.36 08/04/2023 0101-45000-62010 218730 Lions Park - Storm Water 12.56 08/04/2023 0101-45000-62025 218730 Skate Park - Storm Water 12.56 08/04/2023 0101-45000-62025 218734 Vehicle Maintenance - St Light 6.45 08/04/2023 610048800-62005 - 219102 Vehicle Maintenance 1,126.48 08/04/2023 6100-48800-62010 219102 Cold Storage Bldg 229.32 08/04/2023 010141940-62010 219880 Cold Storage Irrigation 3,575.39 08/04/2023 0101-41940-62010 219811 2527 Bunker Lk Blvd - Sewer 262.08 08/04/2023 4520-49300-62010 219937 2527 Bunker Lk Blvd - Storm 13.88 08/04/2023 452049300-62025 219937 2513 Bunker Lk Blvd Sewer 131.04 08/04/2023 452049300-62010 220182 2513 Bunker Lk Blvd - StomaWtr 13.88 08/04/2023 4520-49300-62025 220182 2556 138th Ave - Sewer 262.08 08/04/2023 452049300-62010 220373 2556 138th Ave - Storm Water 15.29 08/04/2023 4520-49300-62025 220373 2607 Bunker Lk Blvd - Sewer 262.08 08/04/2023 452049300-62010 220512 2607 Bunker Lk Blvd - Sto=Wtr 17.84 08/04/2023 452049300-62025 220512 ASM Ballfields - Storm Water 12.56 08/04/2023 0101-45000-62025 204334 2503 Bunker Lk Blvd - Storm Water 19.26 08/042023 452049300-62025 221656 Woodland Estates Park - Storm Water 12.56 08/04/2023 010145000-62025 204340 2503 Bunker Lk Blvd - Sewer 131.04 08/04/2023 452049300-62010 221656 Hills of Bunker Lk W Park 3,114.49 08/04/2023 010145000-62010 212992 Check Total: 97,629.52 Vendor: Comcast5 Comcast Check Sequence: 4 ACH Enabled: False 8772107890001086 Fire Station #2 45.26 08/04/2023 010141920-62030 763421-9426 8772107890001086 Fire Station #3 72.01 08/042023 010141920-62030 763434-6173 8772107890001086 Public Works 19.47 08/04/2023 010141930-62030 763-755-8118 8772107890001086 Public Works 77.88 08/04/2023 5100-48100-62030 763-755-8118 8772107890001086 Water Treatment Plant 125.51 08/04/2023 510048100-62030 763-862-8874 8772107890001086 Community Center 198.96 08/042023 2130-44000-62030 763-755-2129 AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 8772107890001086 Sunshine Park 45.26 Check Sequence: 7 ACH Enabled: False 08/04/2023 0101-41970-62030 763-755-9189 8772107890001086 City Hall 98.16 July 2023 Transaction 08/04/2023 0101-41910-62030 763-755-5100 8772107890001086 Andover Station N Ballfelds 44.79 08/04/2023 0101-41980-62030 763-767-2547 8772107890001086 Public Works - Internet 324.88 08/04/2023 0101-41930-62030 8772107890001086 City Hall - Internet 324.87 08/04/2023 0101-41910-62030 Check Total: Vendor: ElectPum Electric Pump 0076314 -IN Lift Station 2 -Mix Flush Valve Check Total: Vendor: EvergRec Evergreen Recycling LLC 3094b 32 Mattresses 3110b 23 Mattresses Check Total: Vendor: Kauilam James Kauffman Park Damage Dep Sunshine Pk Damage Deposit/Meadow Creek CI Check Total Vendor: LOCATO Locators & Supplies, Inc. 0308717 -IN Premium Grade Goatskin Glove w/Keystone Thi 0308717 -IN Premium Grade Goatskin Glove w/Keystone Thi 0308843 -IN Premium Grade Goatskin Glove w/Keystone Thi Check Total: Vendor: MNPCA Minnesota Pollution Control Agency Certification Chad Hurkman-WastewaterCertification Exam 1,377.05 Check Sequence: 5 ACH Enabled: False 3,874.25 08/04/2023 5200-48200-63100 3,874.25 Check Sequence: 6 ACH Enabled: False 640.00 08/04/2023 0101-46000-63010 460.00 08/04/2023 0101-46000-63010 1,100.00 Check Total- otakVendor: Check Sequence: 7 ACH Enabled: False Vendor: InvCloud Invoice Cloud Inc 530048300-63010 1405-2023_7 July 2023 Transaction Fee 1405-2023_7 July 2023 Transaction Fee 1405-2023_7 July 2023 Transaction Fee 1405-2023_7 July 2023 Transaction Fee Check Total: Vendor: Kauilam James Kauffman Park Damage Dep Sunshine Pk Damage Deposit/Meadow Creek CI Check Total Vendor: LOCATO Locators & Supplies, Inc. 0308717 -IN Premium Grade Goatskin Glove w/Keystone Thi 0308717 -IN Premium Grade Goatskin Glove w/Keystone Thi 0308843 -IN Premium Grade Goatskin Glove w/Keystone Thi Check Total: Vendor: MNPCA Minnesota Pollution Control Agency Certification Chad Hurkman-WastewaterCertification Exam 1,377.05 Check Sequence: 5 ACH Enabled: False 3,874.25 08/04/2023 5200-48200-63100 3,874.25 Check Sequence: 6 ACH Enabled: False 640.00 08/04/2023 0101-46000-63010 460.00 08/04/2023 0101-46000-63010 1,100.00 1,286.00 Check Sequence: 8 ACH Enabled: False 500.00 08/04/2023 0101-00000-24220 500.00 Check Sequence: 9 ACH Enabled: False 366.82 08/04/2023 520048200-61005 366.83 08/04/2023 530048300-61005 138.15 08/04/2023 520048200-61005 871.80 Check Sequence: 10 ACH Enabled: False 55.00 08/04/2023 520048200-61320 Check Total: 55.00 Vendor: MNRWA Minnesota Rural Water Assoc Check Sequence: I1 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 4 Check Sequence: 7 ACH Enabled: False 121.08 08/04/2023 530048300-63010 456.08 08/04/2023 5200-48200-63010 36.83 08/04/2023 0101-43600-63010 672.01 08/04/2023 510048100-63010 1,286.00 Check Sequence: 8 ACH Enabled: False 500.00 08/04/2023 0101-00000-24220 500.00 Check Sequence: 9 ACH Enabled: False 366.82 08/04/2023 520048200-61005 366.83 08/04/2023 530048300-61005 138.15 08/04/2023 520048200-61005 871.80 Check Sequence: 10 ACH Enabled: False 55.00 08/04/2023 520048200-61320 Check Total: 55.00 Vendor: MNRWA Minnesota Rural Water Assoc Check Sequence: I1 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Certification Chad Hurkman - 2023 Wastewater Cert Refreshe 265.00 08/04/2023 5200-48200-61320 Check Total: 265.00 Vendor: PriceCus Price Custom Homes Check Sequence: 12 ACH Enabled: False Curb Cut Escrow 2989 S Coon Creek Dr NW - Curb Cut 600.00 08/04/2023 4140-00000-24201 Check Total: 600.00 Vendor: ghrleyR Ron Turley Associates, Inc. Check Sequence: 13 ACH Enabled: False 65509 Annual SaaS Renewal 9/23 to 8/24 4,453.00 08/04/2023 6100-48800-62305 Check Total: 4,453.00 Vendor: StorbauM Mary Kay Storhaug Check Sequence: 14 ACH Enabled: False Replacement Replacement Check for CK 56615 (issued 5/7/2( 100.00 08/04/2023 0101-00000-24201 Check Total: 100.00 Vendor: WHSecuri WH Security Check Sequence: 15 ACH Enabled: False 150-1681-3487 Security System @ SS Pk Concessions 33.95 08/04/2023 010141970-63010 150-1682-7288 Security System @ ASN Ballfields 52.95 08/04/2023 0101-41980-63010 150-1693-9665 Security System @ Fire Station #1 67.90 08/04/2023 0101-41920-63010 150-1694-3764 Security System @ City Hall 3,412.90 08/04/2023 0101-41910-63010 150-1694-6826 Security System @ Public Works 67.90 08/04/2023 0101-41930-63010 150-1694-9717 Security System @ Vehicle Maintenance 67.90 08/04/2023 6100-48800-63010 - 150-1697-0765 Security System @ Fire Station #3 77.90 08/04/2023 0101-41920-63010 Check Total: 3,781.40 Vendor: YouthFir Youth First - Check Sequence: 16 ACH Enabled: False Program Support Additional Program Support 3,000.00 08/04/2023 2320-41400-63005 _ Check Total: 3,000.00 Total for Check Run: 120,484.08 Total of Number of Checks: 16 AP -Computer Check Proof List by Vendor (08/04/2023 - 12:28 PM) Page 5 Accounts Payable Computer Check Proof List by Vendor Adobe License c t r r o g User: BrendaF� 010141200-61325 CAFR Review Printed: 08/07/2023 - 11:51AM 08/07/2023 010141400-63005 Batch: 00407.08.2023 30.00 08/07/2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: WellsFar Wells Fargo Bank Check Sequence: 1 ACH Enabled: False Adobe License 21.41 08/07/2023 010141200-61325 CAFR Review 300.00 08/07/2023 010141400-63005 CAFR Review 30.00 08/07/2023 2220-41600-63005 CAFR Review 30.00 08/07/2023 2110-46500-63005 CAFR Review 70.00 08/07/2023 5100-48100-63005 CAFR Review 70.00 08/07/2023 5200-48200-63005 CAFR Review 30.00 08/07/2023 5300-48300-63005 Misc. Supplies 81.38 08/07/2023 0101-41920-61120 Blue Card FEMA Grant 1,403.26 08/07/2023 0101-42200-61310 Food for Meeting 76.35 08/07/2023 010142200-61310 Training Supplies 803.11 08/07/2023 0101-42200-61015 Misc. Supplies 192.80 08/07/2023 5200-48200-61140 Misc. Supplies 2,346.41 08/07/2023 0101-42200-61020 Misc. Training Supplies 14.63 08/07/2023 0101-42200-61015 Meetings 156.77 08/07/2023 0101-42200-61310 Misc. Supplies 22.77 08/07/2023 2130-44000-61020 MIAMA 1,450.00 08/07/2023 2130-44300-61315 Lodging for Conference 957.22 08/07/2023 2130-44300-61310 Misc. Supplies 20.89 08/07/2023 2130-44000-61020 CALL -EM -ALL Subscription 39.00 08/07/2023 010143200-61325 Council Meeting 10.88 08/07/2023 0101-41100-61310 Vending Machine 91.28 08/07/2023 7100-00000-24208 Mise. Supplies 80.55 08/07/2023 2130-44000-61020 WHENIWORK.COM-License 70.00 08/07/2023 2130-44000-61320 Minnesota Hoist In Contract 1,365.75 08/07/2023 6100-48800-62300 Hard Hat Training 735.00 08/07/2023 0101-43100-61315 Misc. Supplies 82.99 08/07/2023 0101-45000-61020 2023 Mill & Overlay - Prairie Rd 204.30 08/07/2023 414049300-63010 2023 Mill & Overlay - Andover Blvd 204.30 08/07/2023 4140-49300-63010 MCFOA Dues 50.00 08/07/2023 0101-41300-61320 Registration for Conference 230.00 08/07/2023 0101-41600-61315 Registration for Conference 155.00 08/07/2023 0101-41600-61315 AP -Computer Check Proof List by Vendor (08/0712023 - 11:51 AM) Page 1 Invoice No Description Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number 11,396.05 11,396.05 Reference AP -Computer Check Proof List by Vendor (08/07/2023 - 11:51 AM) Page 2 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/10/2023 - 8:59AM Batch: 00410.08.2023 Invoice No Description Amount Payment Date Acct Number Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 1 3253-246597 Return LED MDSHP LT -139.08 08/11/2023 610048800-61115 3253-287005 Battery 136.45 08/11/2023 610048800-61115 3253-287058 Core Return -22.00 08/11/2023 6100148800-61115 3253-293547 Absorbent &GL -Wiper Fluid 136.98 08/11/2023 0101-42200-61020 3253-306144 AHD Cleaner 35.78 08/11/2023 0101-43100-61020 3253-309777 Absorbent 131.88 08/11/2023 0101-42200-61020 3253-336558 Radiator 202.20 08/11/2023 610048800-61115 3253-337914 Radiator -202.20 08/11/2023 6100-48800-61115 3253-339369 Reservoir Cap 7.64 08/11/2023 6100-48800-61115 3253-343861 STRTR SOL -16.03 08/11/2023 610048800-61115 3253-343869 Brakes for Unit #569 541.29 08/11/2023 6100-48800-61115 3253-345108 Purge Sol & Fuel Cap for Unit #97-19 43.68 08/11/2023 610048800-61115 3253-345110 CANSTR SOL FOR Unit #97-19 26.79 08/11/2023 6100-48800-61115 3253-345211 Fuel Cap & Core Return -85.03 08/11/2023 6100-48800-61115 3253-346280 Micro -V Belt for Unit #4824 77.89 08/11/2023 610048800-61115 3253-346299 Return Oil Filters -10.58 08/11/2023 6100-48800-61115 3253-346321 Tensioner for Unit #4824 35.48 08/11/2023 610048800-61115 3253-346365 Return Micro -V Belt -30.33 08/11/2023 610048800-61115 3253-346699 Urethane 104.88 08/11/2023 6100-48800-61115 3253-346864 Return Micro -V Belt -17.07 08/11/2023 610048800-61115 3253-347229 Oil Filters 31.74 08/11/2023 610048800-61115 3253-347229 Brake Cleaner 167.52 08/11/2023 6100-48800-61020 3253-347317 Oil Filters - 42.32 08/11/2023 610048800-61115 3253-348262 Connector 9.34 08/11/2023 6100-48800-61115 3253-348274 Air& Oil Filters 63.14 08/11/2023 6100-48800-61115 3253-348302 Battery 29.93 08/11/2023 6100-48800-61115 3253-348457 Fuel Cap for Unit #97-19 14.09 08/11/2023 6100-48800-61115 3253-348468 Window Tint for Unit #173 26.99 08/11/2023 610048800-61115 3283-283134 Absorbent 199.80 08/11/2023 0101-42200-61020 Check Total: 1,543.49 ��Q'VER Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 8:59 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: Total of Number of Checks: 1,543.49 AP -Computer Check Proof List by Vendor (08/10/2023 - 8:59 AM) Page 2 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/10/2023 - 9:15AM Batch: 00411.08.2023 Invoice No Description �s Amount Payment Date Acct Number Reference Vendor: AGAdjust A. G. Adjustments Check Sequence: 1 ACH Enabled: False 2160232 File # 2160232 - Barracuda Networks Inc. 3,834.60 08/11/2023 0101-41420-62305 Check Total: 3,834.60 Vendor: AceSolid Ace Solid Waste, Inc. Check Sequence: 2 ACH Enabled: False 9418572TO67 08/23 Rental Property Garbage Service 161.49 08/11/2023 4520-49300-62020 Check Total: 161.49 Vendor: AFLAC AFLAC Check Sequence: 3 ACH Enabled: False July 2023 July 2023 Premium 441.64 08/11/2023 0101-00000-21209 Check Total: 441.64 Vendor: AirMecha Air Mechanical Check Sequence: 4 ACH Enabled: False 2023-02566 Refund Permit - Job Cancelled 72.00 08/11/2023 0101-42300-52195 Check Total: 72.00 Vendor: AmazonBu Amazon Capital Services Check Sequence: 5 ACH Enabled: False IGW9-DYV-LHMD Nitehawk Patrol Light for Unit#92 179.99 08/11/2023 6100-48800-61115 Check Total: 179.99 Vendor: AmEnginT American Engineering Testing Check Sequence: 6 ACH Enabled: False INV -139964 2023 Street Reconstruction 2,157.00 08/11/2023 470349300-63005 INV -140028 161 st Ave& Tulip St. Reconstruction 3,726.00 08/11/2023 4140-49300-63005 INV -140052 2023 Club/Sidewalk/Ped Ramps 426.75 08/11/2023 414049300-63005 INV -140121 2023 Full Depth Reclamation 2,795.00 08/11/2023 4703-49300-63005 Check Total: 9,104.75 Vendor: AncomCon Ancom Communications, Inc. Check Sequence: 7 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 116003 Single Unit Charger& Power Supplies 217.25 08/11/2023 010142200-61020 Check Total: 217.25 Vendor: Andlacro Andover Area Lacrosse Assn Check Sequence: 8 ACH Enabled: False 38991 Refund Escrow - Controller #3 & Battery Pack 1,300.00 08/11/2023 0101-00000-24201 Check Total: 1,300.00 Vendor: AnkChamb Anoka Area Chamber of Commerce Check Sequence: 9 ACH Enabled: False 31496 Annual Membership Dues 480.00 08/11/2023 2110-46500-61320 Check Total: 480.00 Vendor: Anoka4H Anoka County 4 H Check Sequence: 10 ACH Enabled: False 411-2023 Fun Fest Recycling Education 1,848.00 08/11/2023 0101-46000-63010 Check Total: 1,848.00 Vendor: Cap-Fmt Capital One Trade Credit - Fmttallone's Check Sequence: I I ACH Enabled: False B51177/J Plexi Cleaner& Sealant Elastomeric 49.94 08/11/2023 2130-44300-61020 B58680/J Halogen Bulb 10.99 08/112023 6100-48800-61115 Check Total: 60.93 Vendor: CedSepti Cedar Septic and Sewer Check Sequence: 12 ACH Enabled: False 00039232 Overpayment on Pumping Permits 60.00 08/11/2023 0101-00000-10301 Check Total: 60.00 Vendor: CenEngGa Centerpoint Energy MN Gas Check Sequence: 13 ACH Enabled: False 2023-02536 Refund Permit - Not Doing Work 45.00 08/11/2023 0101-42300-52230 Check Total: 45.00 Vendor: CFS Insp CFS Inspections Check Sequence: 14 ACH Enabled: False 2023MY0118 Unit Ladder #11 & Ground Ladders Inspection 1,725.00 08/11/2023 0101-42200-63010 Check Total: 1,725.00 Vendor: CintasGK Cintas Corp Check Sequence: 15 ACH Enabled: False 4161631542 Floor Mat Rental 157.63 08/112023 5100-48100-62200 4162359039 Floor Mat Rental 100.76 08/11/2023 0101-41920-62200 4163053561 Uniform Cleaning 157.04 08/112023 0101-43100-61020 4163053561 Uniform Cleaning 22.44 08/11/2023 0101-43300-61020 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 4163053561 Uniform Cleaning 89.71 08/11/2023 0101-45000-61020 4163053561 Uniform Cleaning 22.45 08/11/2023 5100-48100-61020 4163053561 Uniform Cleaning 44.85 08/11/2023 08/11/2023 5200-48200-61020 4163053598 Uniform Cleaning & Shop Towels 91.38 08/11/2023 6100-48800-61020 4163732724 Uniform Cleaning & Shop Towels 158.63 08/11/2023 6100-48800-61020 4163732775 Uniform Cleaning 176.50 08/11/2023 08/11/2023 010143100-61020 4163732775 Uniform Cleaning 25.23 08/11/2023 08/11/2023 0101-43300-61020 4163732775 Uniform Cleaning 100.82 08/11/2023 08/11/2023 0101-45000-61020 4163732775 Uniform Cleaning 25.23 08/11/2023 08/11/2023 510048100-61020 4163732775 Uniform Cleaning 50.41 08/11/2023 08/11/2023 5200-48200-61020 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 3 Check Total: 1,223.08 Vendor: MNDOT Commissioner of Transportation Check Sequence: 16 ACH Enabled: False P00017342 161st Ave & Tulip Street Reconstruction 351.06 08/11/2023 4140-49300-63010 Check Total: 351.06 Vendor: Connex I Connexus Energy Check Sequence: 17 ACH Enabled: False Public Works 1,454.68 08/11/2023 0101-41930-62005 386026-159276 Langseth Park 7.04 08/11/2023 0101-45000-62005 386026-174273 Hidden Creek North Park 14.08 08/11/2023 0101-45000-62005 386026-174280 Fox Meadows Park 175.85 08/11/2023 0101-45000-62005 386026-310245 Nordeens Park 7.26 08/11/2023 0101-45000-62005 386026-175703 Prairie Knoll Park 78.25 08/11/2023 0101-45000-62005 386026-175813 Creek -view Crossing Park 7.04 08/11/2023 0101-45000-62005 386026-175877 County Rd Intersect Lights 2,559.47 08/11/2023 0101-43500-62005 386026-176059 Subdivision Interior Street Lt 9,736.41 08/11/2023 0101-43600-62005 386026-176201 Tower#1 133.55 08/11/2023 5100-48100-62005 386026-178452 Fire Station#2 330.88 08/11/2023 0101-41920-62005 386026-178835 Lift Station #1 82.81 08/11/2023 5200-48200-62005 386026-178836 Pumphouse#2 233.72 08/11/2023 5100-48100-62005 386026-201125 Round Lake & 136th - Signal 22.16 08/11/2023 0101-43400-62005 386026-201283 Round Lake &136th -Signal 25.69 08/11/2023 0101-00000-13201 386026-201283 Round Lake & 135th - Signal 20.73 08/11/2023 010143400-62005 386026-201284 Round Lake & 135th- Signal 24.27 08/11/2023 0101-00000-13201 386026-201284 County Road 9 & 116 - Signal 40.94 08/11/2023 0101-43400-62005 386026-201749 County Road 9 & 116 - Signal 18.95 08/11/2023 0101-00000-13201 386026-201749 Round Lake &138th -Signal 56.70 08/11/2023 0101-43400-62005 386026-201751 Pumphouse#1 45.19 08/11/2023 5100-48100-62005 386026-201767 Round Lake & 140th - Signal 47.67 08/112023 0101-43400-62005 386026-201777 North Woods West Park 20.44 08/11/2023 010145000-62005 386026-201868 Hanson & 138th Lane 18.96 08/11/2023 5300-48300-62005 386026-202678 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Bunker&Hanson - Signal 68.46 08/11/2023 0101-43400-62005 386026-203068 Pumphouse #3 1,180.59 08/11/2023 5100-48100-62005 386026-203069 Round Lake &161st -Signal 64.12 08/11/2023 0101-43400-62005 386026-230276 Hawkridge Park -Security Light 38.58 08/11/2023 0101-45000-62005 386026-230286 Sunshine Park 2,579.41 08/11/2023 0101-45000-62005 386026-230685 City Hall - Light 1,894.28 08/11/2023 OI01-41910-62005 386026-231135 Pumphouse #4 1,669.78 08/11/2023 510048100-62005 386026-231280 City Hall Garage 32.07 08/11/2023 010141960-62005 386026-231281 Tower#2 135.77 08/11/2023 510048100-62005 386026-231282 Pumphouse#5 3,186.77 08/11/2023 5100-48100-62005 386026-237118 Hidden Creek E Pk -Sec Lightl 7.04 08/11/2023 010145000-62005 386026-238967 Pleasant Oaks -Security Light 7.04 08/11/2023 010145000-62005 386026-238968 Pumphouse#6 1,976.45 08/11/2023 510048100-62005 386026-245409 Kelsey/Rd Lk Pk -Security Light 7.04 08/11/2023 010145000-62005 386026-246004 Red Oaks W Pk -Security Light 7.04 08/11/2023 0101-45000-62005 386026-246005 Lift Station#2 54.72 08/11/2023 5200-48200-62005 386026-250066 Lift Station #3 60.91 08/11/2023 520048200-62005 386026-250421 Northwood E Pk -Security Light 7.04 08/11/2023 010145000-62005 386026-250587 Bunker Lake & Heather St - Signal 42.10 08/11/2023 0101-43400-62005 386026-251490 Bunker Lake & Rose St - Signal 47.17 08/11/2023 010143400-62005 386026.251491 Bunker Lake & Jay St - Signal 52.25 08/11/2023 0101-43400-62005 386026-251653 Bunker Lake & Crosstown - Signal 51.87 08/11/2023 010143400-62005 386026-251654 Lift Station #4 144.56 08/11/2023 520048200-62005 386026-251905 Pumphouse#7 1,737.85 08/11/2023 5100-48100-62005 386026-255064 13551 Jay Street - Lights 128.97 08/11/2023 2110-00000-11310 386026-255962 Martin & Commercial - Lights 163.50 08/11/2023 2110-00000-11310 386026-255963 Pine Hills Park 7.04 08/11/2023 0101-45000-62005 386026-256788 Hidden Creek North Park 52.37 08/11/2023 0101-45000-62005 386026-261455 Shadowbrook East Park 56.93 08/11/2023 010145000-62005 386026-267140 City Hall Park Lighting 21.54 08/11/2023 0101-45000-62005 386026-268970 1600 Crosstown Blvd - Signal 60.79 08/11/2023 010143400-62005 386026-269010 2139 Bunker Lake - Signal 64.18 08/11/2023. 0101-00000-11310 386026-269011 Terrace Park -Security Lights 7.04 08/11/2023 010145000-62005 386026-270409 Eveland Field -Security Lights 7.04 08/11/2023 0101-45000-62005 386026-270410 Wild Iris Park -Security Lights 26.38 08/11/2023 0101-45000-62005 386026-270411 Strootman Park -Security Lights 13.90 08/11/2023 010145000-62005 386026-270412 Water Treatment Plant 16,682.75 08/11/2023 510048100-62005 386026-271472 Sunshine Park - Electric 224.76 08/11/2023 010145000-62005 386026-273153 Pumphouse 48 1,766.14 08/11/2023 510048100-62005 386026-273808 157007th Ave - Signal 48.03 08/11/2023 0101-43400-62005 386026-275108 Lift Station#6 55.34 08/11/2023 520048200-62005 386026-275284 Prairie Knoll Park 507.69 08/11/2023 010145000-62005 386026-275569 Lift Station#7 - 28.98 08/11/2023 5200-48200-62005 386026-276742 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Umber Trail Park Security Lights 8.86 08/11/2023 0101-45000-62005 386026-277955 Fire Station#3 474.16 08/11/2023 0101-41920-62005 386026-279236 Community Center 20,475.02 08/11/2023 2130-44000-62005 386026-281212 Lift Station#8 50.01 08/11/2023 520048200-62005 386026-281840 13914 Prairie Road - Signal 52.61 08/112023 0101-43400-62005 386026-282927 Andover Blvd & Hanson - Signal 61.65 08/112023 0101-43400-62005 386026-284894 Fire Station #1 737.64 08/112023 010141920-62005 386026-68989 Lift Station#5 36.77 08/11/2023 520048200-62005 386026-273019 Community Center Concession Stand 633.25 08/11/2023 2130-44100-62005 386026-281212 Signal 15390 Hanson Blvd 37.76 08/11/2023 0101-43400-62005 386026-287969 1157 Andover Blvd - Well #9 4,428.69 08/11/2023 510048100-62005 386026-286880 Signal 15698 Rd Lk Blvd 55.46 08/112023 010143400-62005 386026-290712 Lift Station #9 48.66 08/11/2023 5200-48200-62005 386026-287602 Country Oaks Park 5.25 08/11/2023 010145000-62005 386026-289790 14298 Round Lake - Signal 48.90 08/11/2023 010143400-62005 386026-279219 Andover Station North Ballfld 2,339.29 08/11/2023 0101-45000-62005 386026-292904 Andover St Ballfield Lights 24.52 08/11/2023 010145000-62005 386026-292904 Andover St N Ballfield Lights 36.79 08/112023 010143500-62005 386026-292034 Wayside Horn - 1000 Crosstown Blvd. 22.05 08/11/2023 010143400-62005 386026-299229 Control Valve Vault 21.30 08/11/2023 510048100-62005 386026-201816 Signal - Crosstown & Andover Blvd. 42.34 08/11/2023 0101-43400-62005 386026-266238 Andover Station B - Lights 249.75 08/11/2023 2110-00000-11310 386026-295855 1019 Andover Blvd - Wayside Horn 23.41 08/11/2023 0101-43400-62005 386026-297583 Crooked Lake Boat Shelter 16.23 08/11/2023 010145000-62005 386026-298796 Signal - 13976 Hanson Blvd. NW 49.65 08/11/2023 010143400-62005 386026-298781 Oak Bluff Park -Security Light 37.80 08/11/2023 0101-45000-62005 386026-299378 Bus Sign - 1721 Bunker Lk Blvd 21.55 08/11/2023 2110-00000-11310 386026-299532 Bus Sign - 13980 Hanson Blvd 27.50 08/112023 2110-00000-11310 386026-299533 ASN Street Lights 221.45 08/11/2023 2110-00000-11310 386026-299989 Siren #5-2748161st Ave NW 5.25 08/11/2023 0101-42400-62005 386026-300397 Siren #12 - Bunker & Marigold St. NW 5.25 08/11/2023 010142400-62005 386026-300398 Siren 410 - 145th & Vintage St. NW 5.25 08/11/2023 010142400-62005 386026-300399 Siren #I1 - 138th Lane & Drake St. NW 5.25 08/11/2023 0101-42400-62005 386026-300400 Siren #6 - 16050 Constance Blvd. NW 5.25 08/11/2023 010142400-62005 386026-300401 Siren #8 - 1685 Crosstown Blvd. NW 5.25 08/11/2023 010142400-62005 386026-300402 Siren #2 - 174th & Round Lake Blvd. NW 5.25 08/11/2023 OI01-42400-62005 386026-300403 Siren #9 - 139th & Crosstown Blvd. NW 5.25 08/112023 0101-42400-62005 386026-300404 Siren#7-Andover Blvd. & Prairie Road 5.25 08/11/2023 010142400-62005 386026-300405 Siren #1 - 176th & Ward Lake Drive NW 5.25 08/11/2023 0101-42400-62005 386026-300406 Siren #3 - 16860 Roanoke St. NW 5.25 08/112023 0101-42400-62005 386026-300407 Siren #4 - 158th & Dakota St. NW 5.25 08/112023 010142400-62005 386026-300408 Hawkridge Park - Service #2 163.00 08/112023 0101-45000-62005 386026-301889 Chesterton Commons Pk -Security 7.04 08/11/2023 010145000-62005 386026-301899 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Country Oaks W Pk -Security 7.04 08/11/2023 0101-45000-62005 386026-301901 CH Campus Outdoor Hockey Rinks 19.57 08/11/2023 0101-45000-62005 386026-302015 Hills Bunker Lk W Pk Sec Light 30.85 08/11/2023 0101-45000-62005 386026-294591 13711 Crosstown Blvd NW 74.03 08/11/2023 211046500-62005 386026-303295 Sports Complex -3535161st Ave 1,446.82 08/11/2023 0101-45000-62005 386026-304108 Timber Trails Park 119.94 08/11/2023 0101-45000-62005 386026-308418 Round Lake & 136th 3.53 08/11/2023 0101-43500-62005 386026-201283 Round Lake & 135th 3.53 08/11/2023 0101-43500-62005 386026-201284 County Road 9 & 116 15.89 08/11/2023 0101-43500-62005 386026-201749 Bunker Lake & Heather 16.84 08/11/2023 010143500-62005 386026-251490 Bunker Lake & Rose St 11.23 08/11/2023 0101-43500-62005 386026-251491 Bunker Lake & Jay 22.45 08/11/2023 0101-43500-62005 386026-251653 Signal Bunker & Crosstown 22.45 08/11/2023 010143500-62005 386026-251654 Signal Andover&Crosstown 22.45 08/11/2023 0101-43500-62005 386026-266238 Signal 15390 Hanson Blvd 14.12 08/11/2023 0101-43500-62005 386026-287969 Shady Knoll Pk -Security Light 7.04 08/11/2023 0101-45000-62005 386026-304218 Altitude Control Vault 19.83 08/11/2023 5100-48100-62005 386026-303716 EDA Reader Board 16.23 08/11/2023 2110-46500-62005 386026-303870 Recycling Center 55.52 08/11/2023 010146000-62005 386026-304690 Signal & Lights - 16119 Hanson 66.35 08/11/2023 010143400-62005 386026-305951 Crooked Lk Elementary Rink 42.50 08/11/2023 0101-45000-62005 386026306807 Wash Station -Public Works 17.85 08/11/2023 0101-41930-62005 386026-308646 Andover Lions Park -Inig 23.50 08/11/2023 0101-45000-62005 386026-310295 580 Bunker Lk Blvd -Tunnel Lts 39.75 08/11/2023 010143500-62005 386026-310043 961 Bunker Lk Blvd - Signal 58.18 08/11/2023 0101-43400-62005 386026-310044 2542138th Ave NW(4-Plex) 23.66 08/11/2023 452049300-62005 386026-73286 Siren#13 -2139172nd Ln NW 5.25 08/11/2023 0101-42400-62005 386026-314308 Lift Station#10 220.13 08/11/2023 5200-48200-62005 386026-315803 1990 Veterans Mem Blvd 101.37 08/11/2023 0101-41940-62005 386026-316035 Siren #14 (located at FS #2) 5.00 08/11/2023 0101-42400-62005 386026-178835 1848 Veterans Mem Blvd 16.85 08/11/2023 0101-41930-62005 386026-317168 Vehicle Maintenance & Wash Bay 935.05 08/11/2023 6100-48800-62005 386026-314654 2527 Bunker Lk Blvd 31.81 08/11/2023 4520-49300-62005 386026-73271 21 Bunker Lk Blvd - Sign 16.85 08/11/2023 211046500-62005 386026-303872 13300 Hanson Blvd - Sign 17.10 08/11/2023 2110-46500-62005 386026-318046 2556138th Ave(4-Plex) 24.65 08/11/2023 4520-49300-62005 386026-73288 2527 Bunker Lk Blvd #4 19.45 08/11/2023 452049300-62005 386026-201798 2607 Bunker Lk Blvd (4-Plex) 26.87 08/11/2023 4520-49300-62005 386026-73280 2542138th Ave#3 18.09 08/11/2023 4520-49300-62005 386026-201858 2556138th Ave #4 14.50 08/11/2023 4520-49300-62005 386026-201862 2542138th Ave#1 11.18 08/112023 4520-49300-62005 386026-201859 2503 138th Ave 34.30 08/11/2023 4520-49300-62005 386026-201843 2527 Bunker Lk Blvd #2 25.89 08/112023 4520-49300-62005 386026-201797 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 7 Lift Station #11 484.50 08/11/2023 5200-48200-62005 386026-321586 2556138th Ave#3 14.50 08/11/2023 4520A9300-62005 386026-201861 2556138th Ave 41 8.02 08/11/2023 4520-49300-62005 386026-236193 2513 Bunker Lk Blvd 16.85 08/11/2023 4520-49300-62005 386026-201795 2556138th Ave#2 14.50 08/11/2023 4520-49300-62005 386026-201860 Check Total: 84,92424 Vendor: CoonRapi City of Coon Rapids Check Sequence: 18 ACH Enabled: False 14010 Traffic Signal - Crosstown & 133rd 34.69 08/11/2023 0101-43400-62005 14010 Traffic Signal - Hanson & 133rd 27.33 08/11/2023 0101-43400-62005 14036 2023 2nd Qtr Water Service 113.81 08/11/2023 5100-48100-55110 14036 2023 2nd Qtr Sewer Service 7,788.36 08/11/2023 5200-48200-55210 Check Total: 7,964.19 Vendor: Comport! Cornerstone Ford Check Sequence: 19 ACH Enabled: False 16396155/1 Labor to Repair Unit #08-408 3,126.45 08/11/2023 6100-48800-63135 16396155/1 Pans to Repair Unit #08-408 144.53 08/11/2023 610048800-61115 Check Total: 3,270.98 Vendor: DehnOil Dehn Oil Company Check Sequence: 20 ACH Enabled: False 101377 Unleaded Fuel 2,873.10 08/11/2023 6100-48800-61045 101378 Diesel Fuel 3,069.10 08/11/2023 6100-48800-61050 Check Total: 5,942.20 Vendor: DiamMow Diamond Mowers, Inc. Check Sequence: 21 ACH Enabled: False 0245832 -IN Cap for Ground Roller BRG 999.27 08/11/2023 6100-48800-61115 Check Total: 999.27 Vendor: ECM ECM Publishers, Inc. Check Sequence: 22 ACH Enabled: False 958128 Aug 8 PH Legacy @ Peterson Farts 502.15 08/11/2023 7200-00000-24202 958129 Aug 8 PH Grace Lutheran Church 90.75 08/11/2023 0101-41500-63025 958414 Anoka Area Chamber Map 330.00 08/11/2023 2110-46500-63025 959186 2022 TIF Disclosure 187.55 08/11/2023 4501-49300-63025 959187 Oridinance No, 556 108.90 08/11/2023 0101-41300-63025 959188 Ordinance No. 555 145.20 08/11/2023 2130-44000-63025 Check Total: 1,364.55 Vendor: EganSery Egan Service Check Sequence: 23 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference MNr0000022819 Andover Blvd & Crosstown RR Maint 568.67 08/11/2023 0101-43400-62300 Check Total: 568.67 Vendor: EmerAppa Emergency Apparatus Maint Check Sequence: 24 ACH Enabled: False 128065 Labor to Repair Unit #4884 476.55 08/11/2023 6100-48800-63135 128065 Parts to Repair Unit #4884 602.20 08/11/2023 6100-48800-61115 Check Total: 1,078.75 Vendor: EnvEquip Environmental Equipment Check Sequence: 25 ACH Enabled: False 23213 Parts for Unit #171 - Wear Liner 1,639.59 08/11/2023 6100-48800-61115 Check Total: 1,639.59 Vendor: Ferguson Ferguson Waterworks #2518 Check Sequence: 26 ACH Enabled: False 0514749 Hydrant Supplies 1,307.56 08/11/2023 5100-48100-61110 Check Total: 1,307.56 Vendor: FirstSys First Systems Technology, Inc. Check Sequence: 27 ACH Enabled: False 23665 Flow Meter for Well #8 2,700.00 08/11/2023 5100-48100-63120 Check Total: 2,700.00 Vendor: FletPrid FleetPride Track & Trailer Parts Check Sequence: 28 ACH Enabled: False 109347252 Brake Pads & Rotor for Unit 94881 1,016.97 08/11/2023 6100-48800-61115 109347662 Scotseal for Unit #4881 57.93 08/11/2023 6100-48800-61115 109353720 Tools 30.71 08/11/2023 6100-48800-61205 109374114 Scotseal for Stock 57.93 08/11/2023 6100-48800-61115 Check Total: 1,163.54 Vendor: Grainger Grainger Check Sequence: 29 ACH Enabled: False 9770231240 V -Belts 60.76 08/11@023 510048100-61120 9775037931 Reciprocating Saw Blades 41.50 08/11/2023 5100-48100-61005 Check Total: 102.26 Vendor: GSDirect GSDirect Inc. Check Sequence: 30 ACH Enabled: False 373424 Photo Tex 36" X 100' 359.16 08/11/2023 0101-43300-61030 Check Total: 359.16 Vendor: HotsyEqu Horsy Minnesota Check Sequence: 31 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 17921 Repair Pump 685.26 08/112023 0101-41920-63105 Check Total: 685.26 Vendor: IsantiRe Isanti Ready -Mix, Inc. Check Sequence: 32 93272 Concrete 836.00 08/112023 5100-48100-61120 Check Total: 836.00 Vendor: LawJason Jason Law Check Sequence: 33 2023 2023 Medical Flex Account 106.50 08/11/2023 0101-00000-21211 Check Total: 106.50 Vendor: LMNCIT League of Minnesota Cities Check Sequence: 34 21155 Deductible - Claim # 00483400 55.35 08/112023 6200-48900-62105 21210 Deductible - Claim 4 00490959 271.72 08/11/2023 6200-48900-62105 Check Total: 327.07 Vendor: LennarBu Lennm Corporation Check Sequence: 35 15150 - Escrow 15150 Norway Street NW 7,400.00 08/11/2023 7200-00000-24204 15150 -Insp Fee 15150 Norway Street NW -75.00 08/11/2023 0101-41600-54180 15190 - Escrow 15190 Norway Street NW 7,400.00 08/11/2023 7200-00000-24204 15190 -Insp Fee 15190 Norway Street NW -75.00 08/11/2023 0101-41600-54180 542 -Escrow 54215Ist Lane NW 12,900.00 08/11/2023 7200-00000-24204 542 - Insp Fee 542 151 st Lane NW -75.00 08/112023 0101-41600-54180 551 -Escrow 551151st Lane NW 7,400.00 08/11/2023 7200-00000-24204 551 - Insp Fee 551 151st Lane NW -75.00 08/112023 010141600-54180 554 -Escrow 554151st LaneNW 12,400.00 08/11/2023 7200-00000-24204 554-Insp Fee 554 15 1 at Lane NW -75.00 08/11/2023 0101-41600-54180 563 -Escrow 563151st Lane NW 7,400.00 08/11/2023 7200-00000-24204 563 - Insp Fee 563 151st Lane NW -75.00 08/11/2023 0101-41600-54180 578 -Escrow 578 15 1 st Lane NW 7,400.00 08/11/2023 7200-00000-24204 578 - Insp Fee 578 151 at Lane NW -75.00 08/112023 0101-41600-54180 669 -Escrow 669 15 1 st Lane NW 7,400.00 08/11/2023 7200-00000-24204 669-Insp Fee 669151st LaneNW -75.00 08/11/2023 0101-41600-54180 681 -Escrow 681151st Lane NW 12,400.00 08/11/2023 7200-00000-24204 681-Insp Fee 681151stLaneNW -75.00 08/11/2023 0101-41600-54180 698 -Escrow 698 15 1 at Lane NW 7,400.00 08/112023 7200-00000-24204 698 -Insp Fee 698 151st Lane NW -75.00 08/112023 0101-41600-54180 745-Escorw 745152nd Lane NW 12,900.00 08/11/2023 7200-00000-24204 745-Insp Fee 745152nd Lane NW -75.00 08/11/2023 0101-41600-54180 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 10 Check Total: 101,575.00 Vendor: LiberCon Liberte Construction LLC Check Sequence: 36 ACH Enabled: False 2022-02064 Refund Permit - Job Cancelled 72.00 08/11/2023 010142300-52185 2022-02065 Refund Permit- Job Cancelled 72.00 08/11/2023 0101-42300-52185 Check Total: 144.00 Vendor: LubrTech Lube -Tech Check Sequence: 37 ACH Enabled: False 3244390 CHV DELO ELC-50/50 804.18 08/11/2023 6100-48800-61020 3244390 MOB DTE 10 EXCEL 304.16 08/11/2023 610048800-61115 3245266 15W40 Bulk Oil 1,416.71 08/11/2023 610OA9800-61115 Check Total: 2,525.05 Vendor: Lumen Lumen Check Sequence: 38 ACH Enabled: False 652196846 Phone Service - Fire Station#1 176.75 08/11/2023 0101-41920-62030 652196846 Phone Service - Fire Station 93 58.91 08/11/2023 0101-41920-62030 652196846 Phone Service - City Hall 294.58 08/11/2023 0101-41910-62030 652196846 Phone Service - Comm Ctr 235.67 08/11/2023 2130-44000-62030 652196846 Phone Service - Fire Station#2 58.91 08/11/2023 0101-41920-62030 652196846 Phone Service - Vehicle Maint 117.84 08/11/2023 6100-48800-62030 652196846 Phone Service- WTP 58.91 08/11/2023 5100-48100-62030 652196846 Phone Service -Public Works 176.75 08/11/2023 0101-41930-62030 Check Total: 1,178.32 Vendor: MacgEmer Macqueen Emergency Group Check Sequence: 39 ACH Enabled: False P09354 Bracket Camshaft, Oil Seal, Buish Kit for Unit # 58.30 08/11/2023 610048800-61115 P09402 Bracket Camshaft & Oil Seal for Unit #4821 149.40 08/11/2023 6100-48800-61115 P09487 Bracket Camshaft & Oil Seal for Unit #4821 138.85 08/11/2023 610048800-61115 P17310 Leather Cairns 129.90 08/11/2023 0101-42200-61020 P17397 Leather Cairns 314.75 08/11/2023 010142200-61305 P17765 Structural Fire Boots -1,152.20 08/11/2023 0101-42200-61305 P18344 Leather Cairns 189.97 08/11/2023 0101-42200-61305 P18393 Structural Fire Boots 1,166.05 08/11/2023 0101-42200-61305 Check Total: 995.02 Vendor: Marco Marco Technologies LLC Check Sequence: 40 ACH Enabled: False 507451581 HP T2600 Wide Format Copier 92.88 08/11/2023 0101-41500-62200 507451581 HP 72600 Wide Format Copier 92.88 08/11/2023 010141600-62200 507451581 HP T2600 Wide Format Copier 92.88 08/11/2023 0101-42300-62200 AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 507451581 HP T2600 Wide Format Copier 237.36 08/11/2023 2210-41600-62200 Check Total: 516.00 Vendor: Medline Medline Industries, Inc. Check Sequence: 41 ACH Enabled: False 2277797457 Lancet, Cont -Active, Blue & Pink 235.93 08/11/2023 0101-42200-61020 Check Total: 235.93 Vendor: Menards Menards Inc Check Sequence: 42 ACH Enabled: False 99546 Ortho Foam W&H 31.92 08/11/2023 0101-43300-61020 99685 2023 Full Depth Reclamation 7.96 08/11/2023 470349300-61020 Check Total: 39.88 Vendor: MNEquipn Minnesota Equipment Check Sequence: 43 ACH Enabled: False P01929 Bracket Latch 9.94 08/11/2023 6100-48800-61115 P01930 Returned Collar -99.98 08/11/2023 610048800-61115 P07591 Bushing for Unit #13-591 3.00 08/11/2023 6100-48800-61115 P49257 Clutch, Bracket & Rod for Unit #13-591 816.57 08/11/2023 6100-48800-61115 P49276 Returned Bracket for Unit #13-591 -279.31 08/11/2023 6100-48800-61115 P49278 Mix Oil 46.44 08/11/2023 610048800-61115 Check Total: 496.66 Vendor: MNStFrCh Minnesota State Fire Chiefs Association Check Sequence: 44 ACH Enabled: False 5918 Conference Registration -D. Jones 325.00 08/11/2023 0101-42200-61315 5919 Conference Registration - T. Lindortf 325.00 08/11/2023 0101-42200-61315 5920 Conference Registration - K. DeRung 325.00 08/11/2023 0101-42200-61315 5963 Conference Registration - T. Flermoen 325.00 08/11/2023 010142200-61315 5972 Conference Registration - T. Porwoll 325.00 08/11/2023 010142200-61315 Check Total: 1,625.00 Vendor: MTIDist MTI Distributing Inc Check Sequence: 45 ACH Enabled: False 1397411-00 Planetary ASM Service Kit for Unit #16-580 2,953.62 08/11/2023 610048800-61115 Check Total: 2,953.62 Vendor: NACMech NAC Mechanical & Electrical Services Check Sequence: 46 ACH Enabled: False 214129 Service Call 454.00 08/11/2023 610048800-63105 Check Total: 454.00 Vendor: TrustInU Trust in Us Workplace Drug & Alcohol Testing Check Sequence: 47 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 98578 Vendor: WSB R-022885-000-2 DOT - Pre -Employment Check Total: WSB & Associates, Inc. Filter Evaluation Check Total: Total for Check Run: Total of Number of Checks: 57.00 57.00 3,526.00 3,526.00 252,766.06 48 08/11/2023 0101-41230-63005 Check Sequence: 48 08/11/2023 5100-48100-63005 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/10/2023 - 9:15 AM) Page 12 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 08/10/2023 - 11:38AM Batch: 00415.08.2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: AlliedBl Allied Blacktop Co. Check Sequence: 1 ACH Enabled: False 10256 2023 Crack Sealing 71,908.80 08/15/2023 4140-49300-63010 10256 2023 Parking Lot Maintenance 15,407.50 08/15/2023 4160-49300-63010 Check Total: 87,316.30 Vendor: BeBaKiGI Berglund, Baumgartner, Kimball & Glaser, LLC Check Sequence: 2 ACH Enabled: False ANDOVER July 2023 Legal Services 17,342.13 08/15/2023 0101-41240-63015 ANDOVER Quit Claim Deed -4519175th Ave NW 480.00 08/15/2023 0101-41240-63015 Check Total: 17,822.13 Vendor: CWHoule C.W. Houle, Inc Check Sequence: 3 ACH Enabled: False Pymt #1 -Final PW Yard Water Qual Trtmt 32,279.10 08/15/2023 4160-49300-63010 Check Total: 32,279.10 Vendor: CoreMain Core & Main LP Check Sequence: 4 ACH Enabled: False Q192050 Meters 89,280.00 08/15/2023 5100-48100-61036 5656177 Meters 4,801.79 08/15/2023 5100-48100-61035 TI 16688 Meters 7,981.45 08/15/2023 5100-48100-61035 Check Total: 102,063.24 Vendor: DouglasK Douglas -Kerr Underground, LLC Check Sequence: 5 ACH Enabled: False Payment #I Sunshine Parking N. Lot Reconstruction 302,040.82 08/15/2023 2510-46500-63010 Check Total: 302,040.82 Vendor: Hawkins2 Hawkins Inc Check Sequence: 6 ACH Enabled: False 6523724 Chemicals for Water Treatment Plant 12,370.71 08/15/2023 5100-48100-61040 6530430 Chemicals for Water Treatment Plant 8,683.32 08/15/2023 5100-48100-61040 6537594 Chemicals for Water Treatment Plant 11,112.38 08/15/2023 5100-48100-61040 6542752 Chemicals for Water Treatment Plant 8,862.35 08/15/2023 5100-48100-61040 AP -Computer Check Proof List by Vendor (08/10/2023 - 11:38 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 6545064 Chemicals for Water Treatment Plant 13,496.95 08/15/2023 510048100-61040 Check Total: 54,525.71 Vendor: MetCoun1h Metro Council Wastewater Check Sequence: 7 ACH Enabled: False 0001160582 September 2023 Sewer Service 136,544.15 08/15/2023 5200-48200-63230 Check Total: 136,544.15 Vendor: MetCounE Metropolitan Council Environmental Services Check Sequence: 8 ACH Enabled: False July 2023 July 2023 SAC Report 17,395.00 08/15/2023 0101-00000-23201 July 2023 July 2023 SAC Report -173.95 08/15/2023 010141400-58100 Check Total: 17,221.05 Vendor: MNPlaygr Minnesota Playground, Inc. Check Sequence: 9 ACH Enabled: False 2023304 Hills Bunker Lk W Pk Playground 4,587.00 08/15/2023 415049300-65300 2023304 Hidden Creek E Pk Playground 4,587.00 08/15/2023 0101-45000-65300 2023304 Lunds Park Playground Structure 4,587.00 08/15/2023 4150-49300-65300 2023347 Hidden Creek E Pk Playground 949.87 08/15/2023 0101-45000-63010 Check Total: 14,710.87 Vendor: NoValley North Valley, Inc. Check Sequence: 10 ACH Enabled: False Payment #2 161 at Ave & Tulip Street Reconstruction 451,750.75 08/15/2023 414049300-63010 Check Total: 451,750.75 Total for Check Run: 1,216,274.12 Total of Number of Checks: 10 AP -Computer Check Proof List by Vendor (08/10/2023 - 11:38 AM) Page 2 INAC I T Y q' (D41 NDO 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 - 173 David Berkowitz, Director of Pu is Wo s ity Engineer FROM: Jason Law, Assistant City Engineer SUBJECT: Approve Change Order #2/23-17/2023 Full Depth Reclamation — Engineering DATE: August 15, 2023 INTRODUCTION The City Council is requested to approve Change Order #2 for Project 23-17, 2023 Full Depth Reclamation. DISCUSSION During construction, there were more deteriorated concrete curb and gutter joints requiring repair than estimated in the original bid. When estimated quantities were prepared last fall it was difficult to see the extent of the curb joint repair required due to crack seal material partially covering the curb joints, and an early season snowfall that covered a portion of the gutter line with snow banks. To repair the curb and gutter to a satisfactory condition prior to re -paving, a total of 1,302 curb joints were patched. The original bid estimated 300 curb joints needed repair. Per project specifications, as the actual quantity exceeded the estimated quantity by more than 125%, the contractor can request additional compensation for quantities exceeding 125% of the bid quantity. The contractor and engineering department staff negotiated a revised unit price for the quantity exceeding 125% of the bid quantity based upon the average unit price of all bids received for the project. The average unit price for all bids received is $48.61 per curb joint. BUDGETIMPACT The project is funded from the City's Road & Bridge Fund with twenty-five percent (25%) of the total project improvement costs being assessed to the benefiting properties as identified in the City's Roadway Reconstruction Assessment Policy. The project was bid with City Projects 23-02 and 23-08 for a total bid price of $4,227,310.71. The bid price for City Project 23-17 alone was $3,229,575.43. The revised total contract value, including previously approved Changer Order #1 ($15,178.24) and Change Order 42 is $4,287,550.42. The total bid price, Change Order #1 and Change Order #2 for City Project 23-17 alone is $3,289,815.14, which is below the feasibility estimate of $3,395,700. COUNCIL ACTION The City Council is requested to approve Change Order #2 for Project 23-17, 2023 Full Depth Reclamation. Respectfu ly submitted, Jason J. Law, P.E. Attach: Resolution & Change Order #2 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #2 TO PROJECT NO. 23-17,2023 FULL DEPTH RECLAMATION. WHEREAS, the City of Andover has a contract for Project Nos. 23-02, 2023 Street Reconstruction / 23-08, 2023 Curb, Sidewalk & Pedestrian Ramp Repairs / 23-17, 2023 Full Depth Reclamation with North Valley Inc. of Nowthen, MN. NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve Change Order #2 for Project No. 23-17. Adopted by the City Council of the City of Andover this 15th day of August , 2023. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — Deputy City Clerk CHANGE ORDER Change OrderNo.: 2 Date: 8/4/23 Sheet: 1 of 1 Project Name: 2023 Full Depth Reclamation Project No.: 23-17 Contractor: North Valley, Inc. You are hereby directed to make the following change to your contract dated April I Oth. 2023. The change and the work affected thereby is subject to all contract stipulations and covenants. This change order will (increase) (deerease) (no -change) the contract sum by forty-five thousand sixty one dollars and forty-seven cents ($45,061.47). This change order accounts for an increase in the quantity of concrete curb joint patches versus the estimated amount. When plans were prepared, it was difficult to get an accurate count on the number of curb joints requiring maintenance due to an early fall snow, as well as joints being partially covered with old crack seal material. Repairing these joints is important to prolong the life of the curbing. Per MnDOT Specification 1402.3(2), the contractor is allowed for an increase in bid unit pricing when the actual quantity of work performed exceeds the bid quantity by 125%. The estimated bid quantity was 300 joints, therefor an quantity completed in excess of 375 joints (1250%) will be paid for at the average unit price of all recieved bids for the contract. The first 375 joints will be paid for at the contract unit price of $26.80 as part of the normal partial payments. The additional amount (1,302 total - 375 = 927) will be paid at the average unit prices of all bids recieved for the project, or $48.61 per joint. This Change Order provides for the following extra work (see attached for detailed pay items): Description Units Unit Price Total Clean and Patch Cone. Curb & Gutter Joint 927 $48.61 $45,061.47 Total Amount of Change Order $45,061.47 Amount of Original Contract $4,227,310.71 Additions Approved to Date (Change Order # 1 $15,178.24 Deductions Approved to Date (Chage Order $0.00 Contract Amount to Date $4,242,488.95 Amount of this Change Order (Add) (Aedue04No49mage) $45,061.47 Revised Contract Amount $4,287,550.42 Approval: City of Andover Approval: North Valley, Inc. By: David D. Berkowitz Name Director of PW / City Engineer Title Signature 28-17 Change Order #2 - Concrete Joint Patches By: 1Norr E.rfas> Name /0'M. Title �/,�� Signature Date ID21Rhxt Remm OW /WUrb, Sld%lk B 1M RFmp Repin/EOE]Fuh OFpM Ra Oon(ft IX COMFFNG WREWSUD 1R COM W FOR MOnONPL NRk IOIM PATMINO Omw.FMMI MN,Cryd f kcROr M MW MM, CRY UY2320]31ROJAAI fAT PWpedNBbPMe ':3956t'.,TIbW pW xaW OeuW IIX@cNyh[¢exdt'X%Of mNMgwdiy l3/SIpnIFIWdt^WT1N2 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: Receive July 2023 City Investment Reports DATE: August 15, 2023 Summary reporting of the City Investment portfolio to the Governing body is a recommended financial practice and often viewed positively by rating agencies. O Furthermore, the City of Andover Investment Policy recommends the Finance Manager presents to the City Council at least quarterly the type of investments held by the City. DISCUSSION Attached is the Investment Maturities Summary for July 2023, the July 2023 Investment Detail Report, and the July 2023 Money Market Funds Report. These attachments are intended to provide a status report on the July 2023 investments. ACTION REQUESTED Council requested to review and receive the July 2023 Investment Reports. submitted, c. Investment Maturities - July 2023 Investment Maturities (in Years) Credit Fair Less Than More Than Investment Type Rating % of Total Value 1 1 - 5 6-10 10 Money market funds (PB) N/A 12.89% $ 8,707,740 $ 8,707,740 $ $ $ MN Municipal Money Market Fund (4M) N/A 2.79% 1,884,443 1,884,443 - Certificates of deposit FDIC 20.88% 14,101,932 8,188,894 5,913,038 Local governments A/Al/A2 0.00% - - - - AA/AAl/AA2/AA3 10.51% 7,094,637 2,156,457 4,768,687 169,494 AAA 9.91% 6,692,742 1,066,037 5,160,647 466,058 State governments A/Al/A2 0.00% - - - - AA/AAl/AA2/AA3 1.51% 1,022,668 436,333 586,335 AAA 1.43% 968,328 245,000 723,328 - U.S. agencies AAA 40.07% 27,059,501 11,715,948 14,912,354 431,199 Total investments 100.00% $ 67,531,991 $ 34,400,852 $ 32,064,388 $ 1,066,751 $ Deposits 1,192,517 Total cash and investments $ 68,724,508 July 2023 Investment Detail Description Cusip Number Credit Ratinglf Type DIC # Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid _ Date Acquired Coupon Date Maturity 1 Due Date Industrial & Com Bk 45581ECP4 24387 CD 245,000.00 245,000.00 245,000.00 0.250% 244,407.10 semi-annual 08/20/21 02/20/22 08/18/23 Synovus Bank 87164DSR2 873 CD 245,000.00 245,000.00 245,000.00 1.000% 244,301.75 semi-annual 02/25/22 08/25/22 08/25/23 Morgan Stanley Bank NA 61773TDD2 32992 CD 245,000.00 245,000.00 245,000.00 1.250% 243,532.45 semi-annual 03/31/22 09/29/22 09/29/23 Crossfirst Bank 22766AKP9 58648 CD 245,000.00 245,000.00 245,000.00 4.700% 244,576.15 maturity 02/17/23 none 11/17/23 Safra National Bank 78658RKX8 26876 CD 245,000.00 245,000.00 245,000.00 4.700% 244,532.05 maturity 12/19/22 none 11/20/23 BMW Bank North America 05580AXY5 35141 CD 245,000.00 245,000.00 245,000.00 0.300% 240,648.80 semi-annual 12/11/20 06/11/21 12/11/23 Third Federal S&L 88413QCV8 30012 CD 245,000.00 245,000.00 245,000.00 0.250% 240,271.50 semi-annual 12/21/20 06/21/21 12/21/23 Peoples Security Bank & Trust 712303AQ9 7514 CD 245,000.00 245,000.00 245,000.00 2.650% 242,471.60 semi-annual 06/24/22 12/24/22 12/26/23 Beal Bank USA 07371 DCT2 57833 CD 245,000.00 245,000.00 245,000.00 2.750% 242,187.40 semi-annual 07/20/22 01/20/23 01/17/24 Apple Bank for Savings 03784JSL9 16068 CD 245,000.00 245,000.00 245,000.00 0.600% 239,610.00 semi-annual 01/21/22 07/21/22 01/22124 Nano Banc 63DD8MAG6 58590 CD 245,000.00 245,000.00 245,000.00 0.200% 239,110.20 semiannual 07/23/21 01/23/22 01/23/24 Sofi Bank NA 83407DALO 26881 CD 245,000.00 245,000.00 245,000.00 4.600% 244,100.85 maturity 01/23/23 none 01/23/24 Truist Bank 89788HCL5 9846 CD 245,000.00 245,000.00 245,000.00 4.600% 244,103.30 maturity 01/24/23 none 01/23/24 First Republic Bank 33616CMC1 59017 CD 245,000.00 245,000.00 245,000.00 4.600°k 244,086.15 maturity 01/26/23 none 01/26/24 Haven Savings Bank 41939HBQ4 30039 CO 245,000.00 245,000.00 245,000.00 2.750% 241,775.80 semi-annual 08/10/22 02/10/23 02/09/24 Wells Fargo Bank NA 9497636K7 3511 CD 245,000.00 245,000.00 245,000.00 4.750°k 244,157.20 maturity 02/15/23 none 02/14/24 Citizens Bank 75524KQD9 57957 CO 245,000.00 245,000.00 245,000.00 4.700% 244,086.15 maturity 02/15/23 none 02/15/24 Ally Bank _ 02007GNSB 57803 CD 245,000.00 245,000.00 245,000.00 1.300% 239,529.15 semi-annual 02/24/22 08/24/22 02/23/24 Barclays Bank 06740KNV5 57203 CD 245,000.00 245,000.00 245,000.00 1.350% 239,700.65 semi-annual 02/23/22 08/23/22 02/23/24 OoeanFirst Bank 67523TAFO 28359 CD 245,000.00 245,000.00 245,000.00 1.450% 239,399.30 semi-annual 03/08/22 09/08/22 03/08/24 NBT Bank 628779GV6 7230 CD 237,000.00 237,000.00 237,000.00 5.300% 236,888.61 maturity 06/23/23 none 03/25/24 American Expr Nag Bank 02589ABX9 27471 CO 245,000.00 245,000.00 245,000.00 1.950% 239,553.65 semi-annual 03/30/22 09/30/22 04/01/24 Capital One Bank USA NA 14042TFR3 33954 CD 245,000.00 245,000.00 245,000.00 2.550% 239,918.70 semi-annual 04/27/22 10/27/22 04/29/24 Capital One NA 14042RQV6 4297 CD 245,000.00 245,000.00 245,000.00 2.550% 239,918.70 semi-annual 04/27/22 10/27/22 04/29/24 Mega Bank 58517JAH5 58401 CD 245,000.00 245,000.00 245,000.00 0.250% 235,841.90 semi-annual 04/29/21 10/29/21 04/29/24 Webbank 947547WEI 34404 CD 240,000.00 240,000.00 240,000.00 5.100% 239,306.40 maturity 05/15/23 none 05/14/24 Customers Bank 23204HNBO 34444 CD 245,000.00 245,000.00 245,000.00 4.700% 243,657.40 semi-annual 02/16/23 08/16/23 05/16/24 US Bank Nayl Assoc. 90354KBR8 6548 CD 240,000.00 240,000.00 240,000.00 5.100% 239,299.20 maturity 05/17/23 none 05/16/24 Bank of America 06051VV94 3510 CD 237,000.00 237,000.00 237,000.00 5.250% 236,514.15 maturity 06/21/23 none 06/20/24 First Bank 31909RAS6 17470 CD 240,000.00 240,000.00 240,000.00 5.200% 239,354.40 semi-annual 07/14/23 none 07/12/24 TIAA FSB 8727OLHUO 34775 CD 240,000.00 240,000.00 240,000.00 5.160% 239,246.40 maturity 07/14/23 none 07/12/24 Sallie Mae BanklSaft Lake 7954507B5 58177 CD 245,000.00 245,000.00 245,000.00 0.550% 233,769.20 semi-annual 07/14/21 01/14122 07/15/24 Valley Nall Bank 919853JXO 9396 CD 240,000.00 240,000.00 240,000.00 5.300% 239,582.40 semi-annual 07/14/23 01/15/24 07/15/24 Texas Capital Bank 88224PNJ4 34383 CD 240,000.00 240,000.00 239,455.20 5.250% 239,455.20 maturity 07/17/23 none 07/16/24 Saint Joseph MN 790739YY6 AA- local 190,000.00 190,000.00 190,000.00 0.500% 186,830.80 semiannual 11/12/20 06/01/21 12/01/23 Snohomish Cly Wl 833086CX7 AA1 local 299,604.00 299,604.00 300,000.00 0.450% 295,056.00 semi-annual 12/01/21 06/01122 12/01/23 Midland Texas 5977494R8 AAI local 354,452.60 354,452.60 370,000.00 0.613% 359,913.80 semi-annual 08/19/22 03/01/21 03/01/24 Bangor ME 0600954R4 AA2 local 235,428.00 235,428.00 240,000.00 2.850% 238,399.20 semiannual 11/21/18 none 11/01/23 Plymouth -Canton MI Sch Dst 729429QZ6 AA2 local 282,489.00 282,489.00 300,000.00 0.464% 288,924.00 semiannual 09/27/22 11/01/21 05/01/24 Allegheny Cnty Pennsylvania 01728WHO AA3 local 291,204.00 291,204.00 300,000.00 0.694% 296,313.00 semiannual 07/11/22 11/01/20 11/01/23 Connecticut State 20772KGN3 AA3 local 497,725.00 497,725.00 500,000.00 3.041% 491,020.00 semi-annual 06/23/22 10/15/19 04/15/24 Brooks Cnty TX ISD Zero Cpn 114385FSI AAA local 166,230.00 166,230.00 180,000.00 1 179,627.40 maturity 11/28/19 none 08/15/23 8,188,893.86 CD Description CusipInterest Number r Credit RatinglF Type DIC # Purchase Price Carrying Cost Maturity Amount Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturity, l Due Date Hurst -Euless -Bedford Tx ISD 4478190Z3 AAA local 106,611.00 106,611.00 100,000.00 2.825% 99,903.00 semi-annual semi-annual 11/17/20 04112122 none 08115/23 Harris Cnty Texas 414005SC3 AAA local 300,960.00 300,960.00 300,000.00 2.473% 298,332.00 04/01/13 10101/23 Canufillo TX ISD 138735YA7 AAA local 200,600.00 200,600.00 200,000.00 0.836% 195,288.00 semi-annual 07129/20 08/16/20 02/15/24 Charleston SC 160357XC8 AAA local 307,836.00 307,836.00 300,000.00 1.250% 292,887.00 semi-annual 05/26121 09/01121 03/01/24 Oregon St 68609TWC8 AA1 state 1 254,082.50 254,082.50 250,000.00 0.795% 241,452.50 semi-annual 12/11/20 11/01/20 05/01/24 Wisconsin State 97705MDW2 AA1 state 201,126.00 201,126.00 200,000.00 1.800% 194,880.00 semi-annual 02/07/20 none 05/01/24 Texas St 882723YM5 AAA state 250,639.90 250,639.90 245,000.00 2.732% 245,000.00 semi-annual 07119/19 none 08/01/23 Fed Home Ln Mfg Corp 3137EAEV7 AAA US 600,456.00 600,456.00 600,000.00 0.25016 598,092.00 semi-annual 12110120 02/24121 08124/23 Fed Home Ln Bank 3130AJXD6 AAA US 399,224.00 399,224.00 400,000.00 0.125% 397,724.00 semi-annual 08113121 03/08121 09/08/23 Fed Home Ln Mtg Corp 3137FAEW5 AAA US 600,567.00 600,567.00 600,000.00 0.250% 596,772.00 semi-annual 07122/21 03/08/21 09/08/23 Fed Farm Credit Bank Fed Farm Credit Bank 3133EL6U3 3133EMBSO AAA AAA US US 300,000.00 1,298,751.00 300,000.00 1,298,751.00 300,000.00 0.280°/ 298,056.00 semi-annual 09116/20 03/14121 09/14/23 10/02/23 1,300,000.00 0.200% 1,289,145.00 semi-annual 07/22/21 04/02121 Fed Home Ln Mtg Corp 3137EAEY1 AAA US 1,294,003.00 1,294,003.00 1,300,000.00 0.125% 1,285,648.00 semi-annual 09116/21 04/16111 10116/23 Fed Farm Credit Bank 3133ENEX4 AAA US 497,895.00 497,895.00 500,000.00 0.550% 492,230.00 semi-annual 01/05/22 05/24122 11124/23 Fed Farm Credit Bank 3133EMN81 AAA US 300,000.00 300,000.00 300,000.00 0.310% 293,499.00 semi-annual 06/30/21 12/29121 12129/23 Fed Home Ln Bank 313OAKJP2 AAA US 300,000.00 300,000.00 300,000.00 0.250% 293,427.00 semi-annual 12/29/20 06/29/21 12129/23 Fed Nat Mtg Assn 3135GABNO AAA US 300,000.00 300,000.00 300,000.00 0.280% 293,463.00 semi-annual 12/29/20 06/29121 12/29/23 Fed Farre Credit Bank 3133ENLF5 AAA US 499,700.00 499,700.00 500,000.00 0.900% 489,030.00 semi-annual 01118/22 07/18122 01118/24 Fed Home Ln Bank 313OAQFK4 AAA US 400,000.00 400,000.00 400,000.00 0.760% 391,220.00 semi-annual 01/19/22 07119122 01119/24 Fed Nall Mlg Assn 3135GOV34 AAA US 316,302.00 316,302.00 300,000.00 2.500% 295,479.00 semi-annual 08/31121 08105/19 02/05/24 Fed Farre Credit Bank 3133ENNJ5 AAA US 496,695.00 496,695.00 500,000.00 1.180% 488,920.00 semi-annual 02117/22 08/09/22 02109/24 Fed Home Ln Bank 3130AOXE5 AAA US 299,844.00 299,844.00 300,000.00 3.250% 296,223.00 semi-annual 06/16/22 09/08114 03108/24 Federal Home Loan Bank 3130AT3H8 AAA US 295,395.00 295,395.00 300,000.00 3.375% 296,481.00 semi-annual 12/07122 03/08123 03/08/24 Federal Home Loan Bank 3130AVKX9 AAA US 499,984.95 499,984.95 500,000.00 4.625% 496,860.00 semi-annual 04112123 10/04123 04104/24 Federal Farm Credit Bank 3133ENYH7 AAA US 494,626.94 494,626.94 500,000.00 2.625% 487,800.00 semi-annual 07114/22 12/10122 06/10/24 Fed Home Ln Bank 3130A1XJ2 AAA US 297,390.00 297,390.00 300,000.00 2.875% 293,496.00 semi-annual 06116/22 12/14114 06114/24 Federal Home Loan Bank 3130ASHK8 AAA US 298,008.00 298,008.00 300,000.00 3.1259/6 294,153.00 semi-annual 08/31122 12/14122 06114/24 Federal Home Loan Bank 3130AT4D6 AAA US 299,262.00 299,262.00 300,000.00 3.375% 294,456.00 semiannual 08131/22 12/14/22 06/14/24 Fed Home Ln Bank 3130ANSM3 AAA US 300,000.00 300,000.00 300,000.00 0.400% 286,209.00 semiannual 08126/21 02/25/22 06/25/24 Federal Home Loan Bank 3130ASME6 AAA US 499,568.01 499,568.01 500,000.00 3.000% 489,040.00 semi-annual 07113122 01/08/23 07/08/24 Federal Fame Credit Bank 3133ENA91 AAA US 500,693.13 500,693.13 500,000.00 3.150% 489,255.00 semi-annual 07115122 01/15/23 07/15/24 Federal Farre Credit Bank 3133ENC73 AAA US 499,710.00 499,710.00 500,000.00 3.250% 489,270.00 semi-annual 07/26122 01/26/23 07/26/24 23,808,668.56 First Nall Bank Omaha 332135KJO 5452 CD 245,000.00 245,000.00 245,000.00 4.650% 242,929.75 semi-annual 02/14123 08/14/23 08/14124 Synchrony Bank 87165HC32 27314 CD 245,000.00 245,000.00 245,000.00 0.550% 232,309.00 semi-annual 09/03111 03/03/22 09/03124 Pacific Premier Bk 69478QGQ7 32172 CD 245,000.00 245,000.00 245,000.00 3.450% 239,676.15 semi-annual 09/09122 03/09/23 09/09/24 Charles Schwab Bank SSB 15987UBJ6 57450 CD 244,000.00 244,000.00 244,000.00 4.850% 242,191.96 semi-annual 04/20123 10/20/23 10/15/24 Morgan Stanley Pvl Bank 6176811408 34221 CD 245,000.00 245,000.00 245,000.00 2.700% 236,883.15 semi-annual 04/29122 10/29/22 10/29/24 Signature Bridge Bank 82669GFQ2 M CD 245,000.00 245,000.00 245,000.00 4.500% 241,849.30 semiannual 12/23122 06/23/23 12/23124 Dallas Capital Bank 234553CZ6 20727 CD 245,000.00 245,000.00 245,000.00 0.700% 229,131.35 semi-annual 12/30121 06/30/22 12/30124 Fourth Capital Bank 35115LAE1 59101 CD 245,000.00 245,000.00 245,000.00 0.600% 228,847.15 quarterly 1229121 03/29/22 12130/24 Bank Hapoalim 06251A5S5 33686 CD 240,000.00 240,000.00 240,000.00 5.250% 239,311.20 semiannual 07/21123 01/21124 01121/25 City Nall Bk - Bev Hills 178180GV1 17281 CD 245,000.00 245,000.00 245,000.00 4.500%1 241,685.15 semi-annual 01/2523 072523 0112725 3,222,494.20 local 681,332.50 state 11,715,948.00 US Less Than 1 Year Description Number r CreditC Rating/F Type DIC # Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturity I Due Date Everett Co -Op Bank 30002CAVO 26444 CD 245,000.00 245,000.00 245,000.00 4.400% 241,285.80 semi-annual 02/08/23 08/08/23 02/10/25 _ Eaglemark Savings Bank 27004PCL5 34313 CD 245.000.00 245,000.00 245,000.00 1.700% 231,177.10 semi-annual 03/02/22 09/02/22 03/03/25 Bank of Pontiac 064455AVO 16982 CD 244,000.00 244,000.00 244,000.00 4.600% 240,693.80 semi-annual 04/19/23 10/19/23 04/21/25 BMO Harris Bank NA 0560OXCVO 16571 CD 245,000.00 245,000.00 245,000.00 0.700% 225,826.30 quarterly 04/28/21 07/28/21 04/28125 Discover Bank 254673670 5649 CD 245,000.00 245,000.00 245,000.00 2.800% 234,401.30 semi-annual 04/27/22 10/27/22 04/28/25 Western Alliance Bank 95763PMMO 57512 CD 240,000.00 240,000.00 240,000.00 4.900% 237,871.20 semi-annual 05/12/23 11/12/23 05/12/25 Planters Bank & Trust Cc 72741LAM8 8235 CD 240,000.00 1 240,000.00 240,000.00 5.000% 238,2D4.80 semi-annual 1 07/14/23 01/14/24 07/14/25 LCA Bank Corp 50179BUNO 58148 CD 240,000.00 240,000.00 240,000.00 5.000% 238,202.40 semi-annual 07/18/23 01/18/24 07/18/25 American Coml Bank & Trust 02519ABM8 3719 CD 240,000.00 240,000.00 240,000.00 5.000% 238,200.00 semi-annual 07119/23 07/19/24 07/21/25 Toyota Financial Sgs Bk 89235MLH2 57542 CD 245,000.00 245,000.00 245,000.00 0.700% 222,940.20 semi-annual 08119/21 02/19/22 08/19/25 Manuf & Traders Trust Co 564759RNO 588 CD 245,000.00 245,000.00 245,000.00 4.5000/6 240,430.75 semi-annual 12/15/22 06/15/23 12/15/25 Unity Bank 91330ADYO 33503 CD 244,000.00 244,000.00 244,000.00 4.150% 237,502.28 semi-annual 12/28/22 06/28/23 12/29/25 First Business Bank 31938QW59 15229 CD 245,000.00 245,000.00 245,000.00 4.050% 237,703.90 semi-annual 02/15123 08/15/23 02/17/26 Centier Bank 1514ORCUI 12854 CD 240,000.00 240,000.00 240,000.00 4.800% 237,055.20 semi-annual 07125/23 01/25/24 07/27/26 Pitney Bowes Bank Inc 724468AH6 34599 CD 240,000.00 240,000.00 240,000.00 4.750% 236,728.80 semi-annual 07131/23 01/31/24 07/31/26 Everett MA 299839E48 AA+ local 317,883.00 317,883.00 300,000.00 3.000% 285,786.00 semi-annual 01/25122 07/15/22 01/15/26 Kennebunkport Maine 489299AV9 AA1 local 250,000.00 250,000.00 250,000.00 3.250% 244,030.00 semi-annual 07114/22 10/01/19 10/01/24 Austin TX 052397RE8 AA1 local 359,971.20 359,971.20 360,000.00 2.124% 331,567.20 semi-annual 10/02119 03/01/20 09101/26 Duluth MN 264438ZL9 AA2 local 29,767.20 29,767.20 30,000.00 2.625%1 28,787.40 semiannual 12105112 08/01/13 02101/25 Duluth MN 264439DA5 AA2 local 455,000.00 455,000.00 455,000.00 0.850% 425,520.55 semi-annual 11/03/21 08/01/22 02101/25 Eau Claire WI 278444QS6 AA2 local 300,348.00 300,348.00 300,000.00 4.000% 293,571.00 semi-annual 10/05/22 04/01/23 04/01/25 New York NY 64966QLG3 AA2 local 301,506.00 301,506.00 300,000.00 0.800% 271,782.00 semi-annual 09/15/20 11101/20 11/01/25 _ _ Opelika AL 683489ZD3 AA2 local 301,848.00 301,848.00 300,000.00 2.363% 282,072.00 semi-annual 12/19119 05/01/20 11/01/25 South Milwaukee WI 838855ZV9 AA2 local 327,798.25 327,798.25 325,000.00 3.350% 309,894.00 semi-annual 01/25/19 04/01/19 10/01/26 Will County IL Cmnly Zero Coupon 969078OM9 AA2 local 159,000.00 159,000.00 500,000.00 404,695.00 maturity 08/25/09 none 11101/27 Waterloo IA 941647UR8 AA2 local 173,216.40 173,216.40 170,000.00 2.600% 153,911.20 semi-annual 09/13/19 06/01/25 06101/28 Monroe Cty PA 610767TPO AA3 local 294,867.00 294,867.00 300,000.00 2.430% 288,630.00 semi-annual 07/27/22 12/15/19 12115/24 Birmingham AL 09088RB70 AA3 local 83,255.20 83,255.20 80,000.00 2.951% 77,141.60 semi-annual 10/03/19 none 03101/25 Milwaukee Co WI 6022456F4 AA3 local 287,969.70 287,969.70 285,000.00 5.000% 283,438.20 semi-annual 11/03/22 03/01/23 09/01/25 Burlington VT 122062(389 AA3 local 256,190.00 256,190.00 250,000.00 2.306% 233,455.00 semiannual 01/30/20 05/01/20 11/01/25 Manchester New Hampshire 562333QV9 AA3 local 289,172.40 289,172.40 285,000.00 4.0000/9 276,945.90 semiannual 07/14/22 01/01/23 07/01126 Florence AL 339873UU3 AA3 local 251,055.00 251,055.00 250,000.00 1.971% 228,957.50 semi-annual 03/19/20 08/01/20 08/01/26 Hubbard Cnty MN 443348DKO AA3 local 341,643.65 341,643.65 365,000.00 3.500% 348,502.00 semi-annual 10/18/22 04/01/15 10/01127 Arlington Cnty VA 041431VF1 AAA local 280,479.00 280,479.00 300,000.00 0.640% 286,311.00 semi-annual 09/29/22 08/01/21 08/01/24 Hennepin Cnty MN 425507MF4 AAA local 405,312.00 405,312.00 400,000.00 4.0000/9 392,536.00 semiannual 09/01/22 12/01/22 12/01/24 Ramsey Cnty MN 751622SS1 AAA local 295,845.00 295,845.00 300,000.00 0.750% 280,737.00 semiannual 01/18/22 02/01/21 02/01125 Saint Louis Park MN 79174OU92 AAA local 180,005.00 180,005.00 175,000.00 4.500% 172,737.25 semi-annual 09/07/22 08/01/23 02/01/25 Suffolk VA 86481ACU6 AAA local 150,000.00 150,000.00 150,000.00 0.6500% 140,236.50 semi-annual 10/05/21 02/01/22 02/01/25 Lewisville TX 528815KR3 AAA local 251,825.00 251,825.00 250,000.00 1.270% 235,497.50 semi-annual 12/14/21 02/15/22 02/15/25 Alpine Utah Sch Dist 021087YH8 AAA local 300,078.00 300,078.00 300,000.00 2.700% 288,303.00 semi-annual 04/19/22 09/15/22 03/15/25 Columbus OH 199492W70 AAA local 293,235.00 293,235.00 300,000.00 2.960% 290,079.00 semi-annual 09/16/22 10/01/22 04/01/25 Asheville NC 044033RWO AAA local 229,369.50 229,369.50 225,000.00 1.4300/9 210,575.25 semi-annual 05/04/20 12/01/20 06/01/25 Charlotte NC 161035JO4 AAA local 298,317.00 298,317.00 300,000.00 1.790% 282,084.00 semi-annual 08/28119 12/01/19 06/01/25 Scottsdale AZ 810454EJ3 AAA local 306,141.00 306,141.00 300,000.00 5.000% 299,271.00 semi-annual 02/01/23 07/01/23 07/01/25 5,913,037.99 CD Description Cusip Number Credit RatinglF Type DIC # Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturity 1 Due Date Minnesota Stale 60412AZMB AAA local 377,189.10 377,189.10 370,000.00 4.000% 362,352.10 semi-annual 08/23/22 02/01/23 08/01/25 McKinney TX 58178CEN3 AAA local 302,502.00 302,502.00 300,000.00 1.000% 275,676.00 semiannual 07/14/21 02/15/22 08/15/25 Madison WI 55844RXA7 AAA local 403,360.00 403,360.00 400,000.00 4.0001/6 391,416.00 semi-annual 10/06122 04/01/23 10/01/25 Andover Massachusetts 034286FF6 AAA local 281,388.00 281,388.00 300,000.00 1.3301/6 276,300.00 semi-annual 07/20/22 11/01/22 11/01/25 Bellevue WA 0793654E9 AAA local 212,901.80 212,901.80 230,000.00 1.247% 211,956.50 1 semiannual 09/13/22 06/01/22 12/01/25 Minneapolis MN 60375BJN7 AAA local 300,000.00 300,000.00 300,000.00 1.1000/6 272,520.00 semi-annual 11/18/21 06/01/22 12/01/25 Minneapolis MN Spl Sch Dist#1 6037893UO AAA local 268,815.00 268,815.00 300,000.00 1.1509/6 274,482.00 semi-annual 04/22/19 none 12/15/25 St Paul MN 792882CAB AAA local 240,000.00 240,000.00 240,000.00 2.400% 217,576.80 semi-annual 12/11/19 05/01/20 WOWS Rhode Island State 762223MG7 AA2 state 319,545.00 319,545.00 300,000.00 3.000°h 292,182.00 semi-annual 10/21/21 08/01/22 08/01/24 Maine State 56052AG75 AA2 state 300,747.00 300,747.00 300,000.00 4.0000/6 294,153.00 semi-annual 09/20/22 12/01/22 06/01/25 Texas St Transprtn Cmssn 882830AT9 AAA state 109,051.80 109,051.80 110,000.00 0.617% 104,046.80 semi-annual 11/18/21 10/01/20 10/01/24 Utah St 917542QV7 AAA state 240,175-83 240,175.83 232,894.61 3.539% 227,701.06 semiannual semi-annual semiannual semi-annual 03/09/20 06/02/23 08/26/20 02/28/22 01/01/11 09/15/23 02/26/21 08/28/22 07/01/25 03/15/27 08/26/24 08/28/24 Maryland State 574193WF1 AAA state 398,952.00 398,952.00 400,000.00 4.050°/ 391,580.00 Fed Fame Credit Bank 3133EL5D2 AAA US 300,000.00 300,000.00 300,000.00 0.420% 283,851.00 Fed Home Ln Bank 313OAQV75 AAA US 400,000.00 400,000.00 400,000.00 1.400% 382,428.00 Federal Home Loan Bank 3130AFBCO AAA US 499,840.00 499,840.00 500,000.00 3.250% 468,150.00 semi-annual 08/19/22 03/13/19 09/13/24 Federal Home Loan Bank Federal Home Loan Bank Fed Nail Mtg Assn Fed Home Ln Bank 3130AT6G7 3130ATT31 3135GOW66 313OAQG64 AAA AAA AAA AAA US US US US 299,907.00 299,319.00 499,020.00 400,000.00 299,907.00 299,319.00 499,020.00 400,000.00 300,000.00 300,000.00 500,000.00 400,000.00 3.500% 4.500% 1.625% 1.000% 293,718.00 297,063.00 478,570.00 378,644.00 semi-annual 09/01/22 03/13/23 09/13/24 10/03/24 10/15/24 10/18/24 semi-annual 11/01/22 02/17/22 01/18/22 04/03/23 04/15/20 07/18/22 semi-annual semi-annual Federal Home Loan Bank 3130AUSE5 AAA US 497,105.00 497,105.00 500,000.00 4.220% 493,465.00 semi-annual 02/09/23 05/01/23 11/01/24 Federal Home Loan Mortgage Corp 3134GX5Y6 AAA US 499,750.00 499,750.00 500,000.00 4.650% 497,075.00 semi-annual 11/15/22 05/15/23 11/15/24 Fed Nall MIg Assn 3135GO6E8 AAA US 196,422.00 196,422.00 200,000.00 0.420% 187,178.00 semi-annual 12/15/21 05/18/21 11/18/24 Fed Home Ln Bank 3130APR80 AAA US 498,995.00 498,995.00 500,000.00 0.750% 470,460.00 semi-annual 11/12/21 06/13/22 12/13/24 Fed Home Ln Bank 313OAQF40 AAA US 473,768.19 473,768.19 500,000.00 1.000% 471,795.00 semi-annual 07/14/22 06/20/22 12/20/24 Fed Farm Credit Bank 3133ENKSB AAA US 474,674.39 474,674.39 500,000.00 1.125% 471,890.00 semi-annual 04/12/23 07/06/22 01/06/25 Fed Home Ln Bank 313OAQGT4 AAA US 496,170.00 496,170.00 500,000.00 1.100%1 469,450.00 semi-annual 01/20/22 07/13/22 01/13/25 Fed Home Ln Bank 313OAQMR1 AAA US 491,850.00 491,850.00 500,000.00 1.250% 469,835.00 semi-annual 02/24/22 07/27/22 01/27/25 Fed Farm Credit Bank 3133ENMQO AAA US 400,000.00 400,000.00 400,000.00 1.310% 375,932.00 semi-annual 02/04/22 08/03/22 02/03/25 Federal Home Loan Bank 3130AUWP5 AAA US 300,000.00 300,000.00 300,000.00 5.100% 297,123.00 semi-annual 02/27/23 08/27/23 02/27/25 Federal Home Loan Bank 3130ATDLB AAA US 398,896.00 398,896.00 400,000.00 3.750% 391,340.00 semi-annual 09116122 03114/23 03/14/25 Fed Nat Mtg Assn 313513031.15 AAA US 467,397.20 467,397.20 500,000.00 0.625% 463,490.00 semi-annual 07/13/22 10/22/20 04/22/25 Fed Home Ln Bank 3130APVB8 AAA US 300,000.00 300,000.00 300,000.00 1.000% 278,145.00 semi-annual 12/10/21 05/22/22 05/22/25 Federal Home Loan Bank 3130AWBY5 AAA US 398,521.99 398,521.99 400,000.00 4.750% 398,188.00 semiannual 07/11/23 12113/23 06/13/25 Federal Home Loan Bank 3130ASTV1 AAA US 500,000.00 500,000.00 500,000.00 3.550% 485,155.00 semi-annual 08/04/22 01/25/23 07/25/25 Federal Home Loan Bank 3130ASZ93 AAA US 500,000.00 500,000.00 500,000.00 4.000% 488,170.00 semi-annual 08/30/22 02/28/23 08/28/25 Fed Home Ln Mtg Corp 3137FAEX3 AAA US 291,732.00 291,732.00 300,000.00 0.375% 272,946.00 semi-annual 12115/21 03/23/21 09/23/25 Tennessee Valley Aute Ser E 880591CJ9 AAA US 121,500.00 121,500.00 100,000.00 6.750% 103,803.00 semi-annual 03119/09 none 11/01/25 Federal Farm Credit Bank 3133EPM88 AAA US 297,330.00 297,330.00 300,000.00 4.125% 295,452.00 semi-annual 06/21/23 12/08/23 12/08/25 Fed Home Ln Mtg Corp Zero Cpn 3134A2HG6 AAA US 98,225.58 98,225.58 110,000.00 98,142.00 maturity 07/11/23 none 12111/25 Federal Home Loan Bank 3130AUC1.6 AAA US 300,000.00 300,000.00 300,000.00 5.0000/. 296,490.00 semi-annual 12/30122 06/29/23 12/29/25 Federal Home Loan Bank 3130ASPD5 AAA US 300,000.00 300,000.00 300,000.00 4.000% 292,044.00 semi-annual 07/29/22 01/28/23 01/28/26 Federal Home Loan Mortgage Corp 3134GYKA9 AAA US 500,000.00 500,000.00 500,000.00 5.400°/> 495,815.00 semi-annual 03/03/23 08/23/23 02/23/26 Federal Home Loan Bank 313OAQWH2 AAA US 371,748.00 371,748.00 400,000.00 1.8001/o 370,648.00 semi-annual 07/11/23 08/27/22 02/27/26 9,929,333.45 local 1,309,662.86 state Description Cusip Number Credit RaunglF DIC # Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market Value Interest Paid Date Acquired Coupon Date Maturity 1 Due Date Federal Fane Credit Bank 3133EPNV3 AAA US 397,108.00 397,108.00 400,000.00 4.375% 397,232.00 semi-annual semi-annual 07/11/23 07/10/23 09/30/23 03/30126 Federal Fano Credit Bank 3133EPPRO AAA US 397,432.00 397,432.00 400,000.00 4.625% 399,272.00 10/10/23 04/10/26 Federal Home Loan Bank 3130AW3Z1 AAA US 400,000.00 400,000.00 400,000.00 5.000% 394,568.00 semi-annual 05/22/23 11/22/23 05/22126 Fed Home Ln Bank 3130AN4T4 AAA US 224,763.51 224,763.51 250,000.00 0.875% 225,190.00 semi-annual 07/11/23 12/12/21 06/12/26 Fed Home Ln Bank 3130ANSG6 AAA US 300,000.00 300,000.00 300,000.00 0.875%1 268,404.00 semi-annual 08/26121 02125/22 06/25126 Federal Farm Credit Bank 3133EPPE9 AAA US 397,476.00 397,476.00 400,000.00 4.375% 397,520.00 semi-annual 07/11/23 01/06124 07/06/26 Federal Farm Credit Bank 3133EPQC2 AAA I US 400,240.00 400,240.00 400,000.00 4.6251/o 399,928.00 semiannual 07/17123 01/17/24 07/17126 Federal Home Loan Bank 3130ATBS5 AAA US 392,187.50 392,187.50 400,000.00 4.000°% 391,444.00 semiannual 07/11123 03129/23 09/29/26 Fed Farm Credit Bank 31331VLC8 AAA US 106,030.45 106,030.45 100,000.00 5.250% 103,441.00 semi-annual 02/26/10 none 04/21/28 Federal Home Loan Bank 3130AWPZ7 AAA US 400,000.00 400,000.00 400,000.00 5.000% 398,900.00 semi-annual 07/28/23 01/28124 07128/28 32,064,388.30 Allegheny Cnty PA Anoka -Hennepin MN ISD_#11 Vestavia Hills AL 01728WN7 0363032R5 925479RY5 AA3 local 204,746.00 204,746.00 200,000.00 1.586°% 169,494.00 semi-annual semiannual semi-annual 08/20/20 11/01/20 11/01/28 AAA local 323,613.50 323,613.50 350,000.00 2.550°% 308,003.50 01/25/19 none 02101/30 AAA local 202,566.00 202,566.00 200,000.00 1.870% 158,054.00 07/16/20 02/01121 02/01/32 Fed Home Ln Mtg Corp Mad Tenn Note 3134GWUM6 AAA US 199,500.00 199,500.00 200,000.00 0.7500/. 2.640°% 164,556.00 266,643.00 semiannual 10/07/20 03/29121 09/29/28 Fed Home Ln Bank 3130AGT21 AAA US 300,000.00 300,000.00 300,000.00 semiannual 07/26119 01/26/20 07/26/29 1,066,750.50 56,939,807.36 14,912,354.00 US 1- 5 Years 635,551.50 local 431,199.00 US 6 -10 Years INVESTMENT SCHEDULE - Money Market Funds July 31, 2023 Description Current Value YTD Interest Wells Fargo 7 Principal Bank Government Money Market Fu 17,740.461 $87,872.62 4M 1 14M 1,597,877,05F 43,378.43 4M PLUS 1 14M Plus 286,565.871 7,866.67 Grand Total Money Market Funds 1 $10,592,183.38 1 $139,117.72 Updated. 8/10/2023 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: Receive July 2023 General Fund Budget Progress Report DATE: August 15, 2023 INTRODUCTION The City of Andover 2023 General Fund Budget (as amended) contains total revenues of $13,564,378 and total expenditures of $14,036,093 (as amended); a decrease in fund balance is planned. Monthly reporting of the City Budget progress to the Governing body is a recommended financial practice and often viewed positively by rating agencies. DISCUSSION Attached is the General Fund Revenue & Expenditure Bud¢et Summary - Budaet Year 2023, reflectin¢ vear to date actual throueh Julv 2023. The following represents Administration's directives and departmental expectations for 2023: 1. Expenditure budgets while approved, expenses are to meet with the spirit that needs are fulfilled first, expansions of service and special requests are to be reviewed with City Administration before proceeding. 2. Departments are to be committed to search for the best possible prices when purchasing goods and services. 3. Departments are to be committed to continually searching out new efficiencies and to challenge the status quo of how the City provides services. 4. Departments are to be committed to searching out collaborative opportunities to facilitate efficient and cost-effective utilization of governmental assets and personnel. 5. Departments are to be committed to developing effective, consistent and ongoing communications with City residents, businesses and other stakeholders. 6. Departments are to be cognizant that services provided are subject to available revenues and should not commit to services that are not sustainable. ACTION REQUESTED Receive the July 2023 General Fund Budget Progress Report. submitted, CITY OF ANDOVER General Fund Budget Summary Totals Budget Year 2023 REVENUES 1 Budget 2022 July YTD %Bud I Audit Budget 2023 July YTD %Bud General Property Tax $ 10,076,370 $ 5,283,227 52% $ 9,974,141 $ 10,814,789 $ 5,655,438 52% Licenses and Permits 535,500 549,991 103% 972,879 573,000 524,655 92% Intergovernmental 917,431 438,987 48% 884,285 839,907 393,529 47% Charges for Services 799,110 701,273 88% 1,295,430 839,110 664,033 79% Fines 50,500 24,438 48% 55,983 45,500 35,476 78% Investment Income 75,000 (3,503) -5% (189,494) 75,000 34,629 46% Miscellaneous 148,300 102,441 69% 190,515 148,300 114,142 77% Transfers In 197,081 197,081 100% 197,081 228.772 228.772 100% EXPENDITURES Budget 2022 July YTD %Bud Audit Budget 2023 July YTD %Bud GENERAL GOVERNMENT $ 7,981,032 57% Mayor and Council $ 107,347 $ 66,887 62% $ 95,366 $ 110,104 $ 71,079 65% Administration 256,442 138,559 54% 245,223 297,277 152,673 51% Newsletter 27,300 12,139 44% 24,631 30,000 17,093 57% Human Resources 34,661 16,324 47% 19,906 35,458 16,563 47% Attorney 212,041 103,377 49% 206,399 219,221 103,501 47% City Clerk 185,278 105,425 57% 184,317 196,235 110,238 56% Elections 77,188 17,804 23% 75,115 85,140 18,057 21% Finance 337,466 207,379 61% 320,729 355,854 213,682 60% Assessing 161,000 131,097 81% 131,097 161,000 133,231 83% Information Services 226,601 136,112 60% 226,589 242,922 134,595 55% Planning & Zoning 526,669 288,798 55% 490,576 567,673 258,877 460/6 Engineering 652,908 360,874 55% 649,664 741,037 387,452 52% Facility Management 715,688 293,634 41% 552,986 797,939 296,416 37% Total General Gov 3,520,589 l 87 409 53% 3,222,598 3 839 860 1913 457 50% PUBLLCSAFETY Police Protection 3,296,486 2,503,114 76% 3,261,423 3,347,315 2,510,486 75% Fire Protection 1,982,313 899,759 45% 1,961,913 1,992,865 970,897 49% Protective Inspection 529,812 255,812 48% 464,559 559,182 270,831 48% Emergency Management 29,003 8,599 30% 12,295 33,555 15,628 47% Animal Control 5,950 1,844 31% 5,164 10,950 1,834 17% Total Public Safety 5,843,564 3,669,128 63% 5,705,354 5,943.967 3,769,676 63 PUBLIC WORKS Streets and Highways 860,864 454,464 53% 788,330 923,356 510,926 55% Snow and Ice Removal 702,923 439,532 63% 752,396 774,897 615,995 79% Street Signs 230,094 112,683 49% 194,276 212,254 78,601 37% Traffic Signals 40,000 14,083 35% 28,150 44,000 13,872 32% Street Lighting 40,400 17,745 44% 36,142 42,400 13,409 32% Street Lights - Billed 180,500 77,961 43% 158,028 180,500 76,946 43% Park & Recreation 1,548,086 845,727 55% 1,482,057 1,702,954 874,017 51% Natural Resource Preservation 17,811 9,782 55% 15,932 13,398 461 3% Recycling 237,981 100,619 42% 192,371 238,007 94,212 40% OTHER Misoellancous 561,328 156,628 28% 558,396 84,000 10,460 12% Youth Services 36 600 9 000 xoi 0 nnn 11 1A 11.1 Total Expenditures $ 13,820,740 $ 7,785,761 56% $ 13,143,030 $ 14,036,093 $ 7,981,032 57% NET INCREASE (DECREASE) S (1,021,448) $ (491,826) S 237,790 $ (471,715) $ (330,358) AC I T Y 0 F NL6 0 V E A 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 t SUBJECT: Receive July 2023 Community Center pdate DATE: August 15, 2023 INTRODUCTION: Attached for Council review is the Andover Community Center (ACC) Budget Summary Report for Budget Year 2022 and Budget Year 2023. The reports reflect activity through July 2023 with comparative data to July 2022. July 2023 Financials Coming off 2020 imposed COVID restrictions shutting down the entire facility mid-March of 2020, the facility was allowed to reopen in a restricted capacity early January 2021. The ACC operated at near full capacity for close to twelve months in 2021 and did operate at full capacity throughout 2022. 2023 Revenues are in line when compared to 2022. 2023 ice rental is comparable to 2022 versus in 2021 when the Sports Complex ice was not converted to turf and ice rentals filled that space. The 2023 Miscellaneous Revenue budget is significantly higher than 2022 primarily due to the YMCA reimbursement for shared capital outlay expenses. The 2023 expenses are in line compared with 2022, the percentage of total expenditure budget differs primarily due to planned Capital Outlay in 2023. It is anticipated that 2023 activities will be comparable to the previous year as we proceed through the year, although we still will have some variability in staffing since it took until April of last year (2022) to be fully staffed. The 2023 Capital Outlay line item is for a high volume/output water heater replacement and dehumidification system replacement. Also provided is an ACC historical perspective of actual costs dating back to 2016. This is the report previously provided to the former ACC Advisory Commission. This report also provides history on debt service payments and the property tax levy assigned to debt and operations. AUGUST/SEPTEMBER 2023 FACILITY UPDATE: Please refer to the attached ACC Facility Update for upcoming events and monthly Walking Track activity through July. Summer events are steady and will be picking up as we approach the Fall/Winter season. PROGRAMS/ACTIVITIES UPDATE - As ACC closes out another summer staff is shifting gears a bit; listed below are the highlights: 1. After school program. Meeting with the YMCA to discuss. Youth First is looking to be part of the solution in 2024. 2. All fall/winter schedules are out; final adjustments are happening. 3. Fall program registration is open using the new software system ACC migrated to last fall for scheduling. 4. ACC is working with City Finance on 2024 budget/CIP. S. The new water heaters and softener system is scheduled to be installed starting the week of August 14`h 6. The new LED lighting system for the Ice Arena (AHYHA Donation) is scheduled to be installed the week of August 28h. 7. The new dehumidification has been delayed at the manufacturer. Anticipating installation the first part of November. This summer ACC hosted several large weekend events in the ice rinks. ACC will have three different Jr. Hockey tryout camps and three youth hockey tournaments over the summer. ACC will also host two different week-long basketball camps, Legacy Basketball out of Hopkins was in July and the Minnesota Timberwolves/Lynx camp is late August. SCHEDULING - All fall/winter schedules have been distributed. ACC staff is collaborating with our users, making modifications as needed over the next month before those schedules finalize. ACC continues to seek out new users and programs to keep building up ACC's non -prime usage. CONCESSIONS - Concessions continue to go very well. Sales reports are down at this time of year, which is expected, but overall, the stand continues to be very well received. ACTION REQUESTED Informational. The Council is requested to receive the staff report and attached reports. Attachments CITY OF ANDOVER Community Center Budget Summary Totals Budget Year 2023 2022 2023 REVENUES Budget July YTD %Bud Audit Budget July YTD %Bud Charges for services 155,000 81,815 53% 154,614 155,000 81,700 53% Ice Rental $ 729,000 $ 360,339 49% $ 794,232 $ 794,000 $ 375,343 47% Turf Rental 50,000 18,553 n/a 18,553 25,000 19,971 80% Track 2,500 2,991 da 5,871 3,000 4,670 n/a Fieldhouse Rental 240,000 183,070 76% 287,696 255,000 197,492 77% Proshop 13,000 6,475 50% 11,978 13,000 8,585 66% Vending 15,000 13,290 89% 20,978 16,000 11,804 74% Advertising 63,000 31,423 50% 99,436 75,000 21,041 28% Total Charges for services 1,112,500 616,141 55% 1,238,744 1,181,000 638,906 54% Miscellaneous 182,000 128,076 70% 220,434 322,068 173,485 54% Total revenues 1,294,500 744,217 57% 1,459,178 1,503,068 812,391 54°/ 2022 2023 EXPENDITURES Budget July YTD %Bud Audit Budget July YTD %Bud Current: Salaries & benefits 770,110 448,297 58% 809,007 875,369 464,346 53% Departmental 97,100 52,807 54% 96,433 91,850 63,981 70% Operating 603,233 287,691 48% 579,619 679,647 331,478 49% Professional services 248,525 84,207 34% 179,690 181,525 117,558 65% Capital outlay 42,000 37,358 n/a 37,358 360,000 0% Current 1,760,968 910,360 52% 1,702,107 2,188,391 977,363 45% Revenue ova(under) expense (466,468) (166143) 36% (242929)_ (685,323) (164,972) 24% Other financing sources (uses) General Property Tax Levy 155,000 81,815 53% 154,614 155,000 81,700 53% Investment income - 213 n/a (22,544) 3,000 4,973 n/a Rental / Lease Pyml 638,000 632,985 99% 631,231 638,000 637,572 100% Transfers out (300,000) (300,000) 100% (300,000) (300,000) (300,000) 100% Total financing sources (uses) 493,000 415,013 84% 463,301 496,000 424,245 86% Net increase (decrease) in fund balance $ 26,532 $ 248,870 938% $ 220,372 $ (189,323) $ 259,273 -137% CITY OF ANDOVER, MINNESOTA Andover Community Center/ YMCA Historical Comparison Debt Service Payments 2012C GO Abatement Bonds (P+I) 2016 2017 $ 2018 S 1,208,931 2019 1,215,981 2020 $ 1,213,931 2021 2022 2019A GO Abatement Bonds (P+0 2023 2023 Actual Actual Actual 819,725 Actual 1,106,900 Actual Actual Actual $ Budget Jul - YTD Revenues: 1,806,131 $ 2,032,356 S 2,323,706 $ 2,316,181 S 2,316,181 Property Tax Levy Charges for services 2012C GO Abatement Bonds $ 977,332 $ 974,418 $ 972,055 $ 969,378 $ 976,780 S 973,263 $ 974,628 $ 969,745 $ 969,745 Ice Rental $ 405,990 S 392,828 $ 435,716 S 442,995 $ 361,796 $ 823,856 S 794,232 f 794,000 5 375,343 Turf Rental - - - 155,000 - 155,000 - 3,782 18,553 E 25.000 19,971 Track - - S 2,143,693 - $ 2,153,527 - 301 3,950 5,871 3.000 4,670 Fieldhouse Rental 199,286 215,089 218,667 220,225 133,126 220,527 287,6% 255.000 197,492 Proshop 9,412 9,247 8,606 9,680 4,394 9,606 11,978 13,000 8,585 Vending 8,588 9,182 7,470 8,427 6,148 7,763 20,978 16,000 11,804 Advertising 26,450 38,819 34,000 40,850 81000 94,700 99.436 75.000 21,041 Charges for services 649,726 665,165 704,459 722,177 513,765 1,154,184 1,238,744 1,181.000 638,906 Miscellaneous 136,552 136,149 142,768 131,386 110,781 134,072 220.434 322.068 171,485 Total revenues 786,278 801,314 847,227 853,563 624,546 1,288,256 1,459,178 1,503.068 812391 Expenditures: Cumcm: Salaries & benefits 451,332 481,926 501,108 533,044 503,842 692,742 809,007 875,369 464,346 Departmental 77,945 65,612 76,448 66,570 74,809 82,655 96.433 91,850 63,981 Operating 364,935 364,242 352,067 330,084 345,588 515,308 579,619 679,647 331,478 Professional services 106,381 125,034 104,076 77,818 129,261 85,130 179.690 181,525 117,558 Capital outlay 47,859 4,900 11,442 39,888 100,000 37,358 360.000 - Current 1,048,452 1,041,714 1,045,141 1,047,404 1,153,500 1,375,835 1,702,107 21188,391 977,363 Revenue over (under) expenditures (262,174) (240400) (197,914) (193,841) (528,954) (87,579) (242,929) (685,323) (164,972) Other financing sources (uses) General Property Tax Levy - - - - - 154,534 154.614 155,000 81,700 Investment income 2,190 2,779 5,780 16,107 6,793 2,817 (22,544) 3,000 4,971 Rental / Lesse Pymt 640,303 641,691 637,150 636,803 635,629 635,026 631,231 638,000 637,572 Transfers out (300,000) (300,000) (300,000) (300.000) (300.000) (300,000) (300,000) (300,000) (300.000) Total financing source (uses) 342.493 344AN 342,930 352,910 342,422 492,377 463,301 496,000 424,245 Net increase (decrease) in fund balance 80,319 104,070 145,016 159,069 (186,532) 404,798 220,372 (189,323) 259,273 Fund balance (deficit) -January 1 56.140 136,459 240,529 385,545 544,614 358,082 762,880 983,252 983,252 Fund balance (deficit) - December 31 S 136.459S 240529 S 385,545 $ 544 614 E 358,082 E 762,880 S 983252 $ 793,929 $ 1.242.525 Fund Balance Detail: FB - Replac Res for Common Space $ 154,449 S 179,283 $ 173,560 $ 200,606 $ 190,067 $ 216,790 S 216,790 $ 81,790 $ 81,790 FB - Unassigned (17,990) 61,246 211,985 344,008 168,015 546.090 766.462 712.139 1,160.735 E 136,459 $ 240,529 $ 385,545 E 544,614 S 358,082 S 762,880 $ 983252 E 793,929S 1242,525 Debt Service Payments 2012C GO Abatement Bonds (P+I) E 1,216,506 $ 1,213,731 $ 1,211,481 S 1,208,931 S 1,215,981 $ 1,212,631 $ 1,213,931 $ 1,209,281 $ 1209281 2019A GO Abatement Bonds (P+0 590,150 819,725 1,109,775 1,106,900 1,106,900 $ 1216,506 _L1213 $ 1,211,481 S 1208,931 $ 1,806,131 $ 2,032,356 S 2,323,706 $ 2,316,181 S 2,316,181 Property Tax Levy 2012C GO Abatement Bonds $ 977,332 $ 974,418 $ 972,055 $ 969,378 $ 976,780 S 973,263 $ 974,628 $ 969,745 $ 969,745 2019A GO Abatement Bonds - - - - 1,001,090 976,966 1,014,065 1,028,782 1,028,782 Community Center Operations - 155,000 155,000 155,000 155,000 S 977,332 S 974,418 E 972,055 S 969,378 $ 1,977,870 $ 2,105229 S 2,143,693 $ 2,153,527 $ 2,153,527 AND%VER COMMUNITY CENTER AUG - SEPT 2023 Aug 7-11 — Hometown Hockey Day Camp Aug 11-13 — Midwest Hockey AAA Youth Hockey Tournament Aug 21-24 — MN T'Wolves/Linx — Youth Basketball Camp Sept 6-10 — Just Between Friends Consignment Sale Sept 10 — District 10 Hockey Referee Clinic Sept 16 — Andover Fire Open House Sept 18 — AHYHA Tryouts begin Sept 30 — Carousel Craft Sale Track check in is required, Monday—Friday, 6:30am-4:30pm. Numbers below reflect those checked in during these times. Jan —2252 Feb —2002 March — 2519 April — 1595 May — 713 June — 682 July — 741 PROGRAMS Registration is open for Fall programs — Learn to Skate and Indoor Soccer C I T Y O F--A�• 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 Administrates'° FROM: Dana Makinen, Human Resources Ma SUBJECT: Approve Changes to Personnel Policy DATE: August 15, 2023 INTRODUCTION Effective August 1, 2023, cannabis is legal for employees not covered under the Federal Motor Carrier Safety Administration (FMCSA) or in Public Safety positions. hi order to comply with the changes, the Drug and Alcohol Policy in the Employee Personnel Policy must be revised. In addition, effective June 6, 2023, the City Council recognized Juneteenth as an official holiday, and that needed to be added to the Personnel Policy. During the 2023 legislative session, the State Legislature allowed for the legal use of cannabis for employees not covered under the Federal Motor Carrier Safety Administration (FMCSA) or in Public Safety positions. In addition, the State Legislature added the Juneteenth holiday as an official holiday. Due to these new laws, Section 16 Holidays and Section 42 Drug and Alcohol Policy must be revised. A full copy of the new Personnel Policy is available for review from Human Resources. BUDGET IMPACT None ACTION REQUESTED Approve the changes to the Personnel Policy. Respectfully submitted, / Dana Makinen 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: Presentation/Consider Approval/2024 Law Enforcement Contract DATE: August 15, 2023 ACTION REQUESTED The Andover City Council is requested to receive a presentation from Anoka County Sheriff Brad Wise and consider approval of the attached 2024 Anoka County Sheriffs Contract. DISCUSSION Each year the City Council approves the subsequent years (2024) law enforcement contract with the Anoka County Sheriffs Office as part of the annual budget process. The proposed 2024 contract is attached for the City Council consideration. The approved 2023 City of Andover Law Enforcement expenditure is budgeted at $3,347,315 which is offset by a Police State Aid revenue budget of $126,192 and School Liaison revenue budget of $106,465 reflecting a net tax levy impact of $3,114,658. The 2023 Sheriff s contract provides for: a. 72 hours per day of patrol service b. 6 hours per day of service provided by a Community Service Officer C. School Liaison Officers in the middle school and high school d. 2 Patrol Investigators e. 50% of the Crime Watch Program's coordinator position It should be noted that the 2023 contract was the outcome of discussions with the Anoka County Sheriff challenging the Sheriff to take into consideration efficiencies brought about by technology investments and a detailed evaluation of reactive/proactive patrolling, and matching staffing with historical incident call times. Discussions with the Anoka County Sheriff were for a 2024 status quo contract. The primary driver of the contract cost increase is wage costs associated with recent union settlements to keep deputy pay marketable. The proposed 2024 City of Andover Law Enforcement contract proposes expenditures budgeted at $3,739,849 (11.73% increase), offset by a Police State Aid revenue budget of $128,104 and School Liaison revenue budget of $110,767 reflecting a net tax levy impact of $3,500,978. (See attached Sheriffs proposal) The proposed 2024 Sheriffs contract provides for: a. 72 hours per day of patrol service b. 6 hours per day of service provided by a Community Service Officer C. School Liaison Officers in the middle school and high school d. 2 Patrol Investigators The Crime Watch Coordinator position for 2024 will now be under the Sheriff service umbrella. Please note: Per contract, the Sheriff always provides the required number of deputies for all hours contracted by the City. If the Sheriffs Office has a deputy vacancy or a deputy is injured etc., they still provide the City with a deputy at straight time even though they may have to fill those hours with overtime which at times may cost the Sheriffs Department additional but is not billable per the contract. BUDGETIMPACT Jim contract total of $3,739,849 would be contained in the City of Andover proposed 2024 Budget. ly submitted, — Sheriff s Contract with Andover — Cost Summary Anoka County Contract No. LAW ENFORCEMENT CONTRACT THIS CONTRACT is made and entered into this day of 2023, by and between the County of Anoka, a political subdivision of the State of Minnesota, and the Anoka County Sheriff, hereinafter referred to as the "County," and the City of Andover, 1685 Crosstown Boulevard Northwest, Andover, Minnesota 55304, hereinafter referred to as the "Municipality," for the period of January 1, 2024, through December 31, 2024, hereinafter referred to as the "Contract Term." WITNESSETH: WHEREAS, the Municipality Is desirous of entering into a contract with the County, through the Office of the Anoka County Sheriff (hereinafter Sheriff), for the performance of the law enforcement functions hereinafter described within the corporate limits of said Municipality; and WHEREAS, the County is agreeable to rendering such services and law enforcement functions on the terms and conditions hereinafter set forth; and WHEREAS, such contracts are authorized and provided for by Minn. Stat. §§ 471.59 and 436.05. NOW, THEREFORE, pursuant to the terms of the aforesaid statutes, and in consideration of the mutual covenants expressed herein, it is agreed as follows: PURPOSE The County, through its Sheriff, agrees to provide police protection within the corporate limits of the Municipality to the extent and in the manner as hereinafter set forth. II. SERVICES TO BE PROVIDED BY THE COUNTY A. Except as otherwise hereinafter specifically set forth, such services shall encompass the duties and functions of the type normally coming within the jurisdiction of the Sheriff pursuant to Minnesota Law, and, in addition, the Sheriff and his duly assigned deputies shall, within the Municipality's corporate limits, exercise all the police powers and duties of city police officers as provided by Minn. Stat. § 436.05. B. The rendition of services, the standard of performance, the discipline of the deputies, and other matters incident to the performance of such services and the control of personnel so employed, shall remain in and under the sole control of the Sheriff. C. Such services shall include the enforcement of Minnesota State Statutes and the municipal ordinances of the Municipality. D. Except as otherwise noted, the Sheriffs Office maintains control, and autonomy with respect to the methods, times, means and personnel to be used in furnishing services to the Municipality under this Contract. E. The County shall furnish and supply all necessary labor, supervision, equipment, and communication facilities for dispatching, jail detention (including the cost of such detention), and daily patrol service as specified in Paragraph II.F. and Attachment A of this Contract, and shall be responsible for the direct payment of any salaries, wages, or other compensation to any County personnel performing services pursuant to this Contract. F. The County agrees to provide law enforcement protection as follows: During the Contract Term, the Sheriff will provide Seventy -Two (72) hours per day of daily patrol service. Said daily patrol service shall be exercised through the employment of patrol cars, to be supplied, equipped, and maintained by the County and staffed by Sheriffs deputies. Daily patrol service will provide and fulfill those services and duties ordinarily provided and fulfilled by city police officers as provided by state law and municipal police officers as provided by state law and municipal ordinances. Notwithstanding the numberof hours of patrol services listed in this agreement, the County agrees to provide additional law enforcement services and emergency assistance, as the demand arises and resources allow, at no additional cost to the Municipality. The Sheriff will also provide Six (6) hours per day of service by a Community Service Officer. In addition, the Sheriff will provide the service of a Community Service Officer for park security, twenty (20) hours per week, April through September. The Sheriff, upon consultation with the Law Enforcement Committee created pursuant to Paragraph VI. herein, shall determine the time of the day during which the patrol service shall be provided. The Sheriff may periodically change the times of patrol service in order to enhance the effectiveness of the coverage. The Sheriff will also provide a Patrol and Crime Investigator. The Investigators will provide an additional eighty (80) hours per week coverage investigating crimes within the City of Andover. The Investigators will be issued a vehicle and be granted take-home privileges, per Anoka County Sheriffs Office Policy, for that vehicle. -2- The Sheriff will also provide 2 full-time Deputy Sheriffs to be assigned as a School Liaison Officer, in the Municipality's schools during the school year. This will include the middle school and the high school. During the non -school months, these officers will continue to be assigned in the Municipality to work in such areas as patrol, selected enforcement efforts, and crime prevention. 111. DUTIES OF MUNICIPALITY A. It is agreed that the Sheriff shall have all reasonable and necessary cooperation and assistance from the Municipality, its officers, agents, and employees, so as to facilitate the performance of this Contract. B. This Contract shall not alter the responsibility for prosecution of offenses occurring within the Municipality as is currently provided by law. Likewise, collection and distribution of fine monies shall be controlled in the manner provided by law. IV. COMPENSATIONITERM The Municipality hereby agrees to pay to the County the sum of Three Million Seven Hundred Thirty -Nine Thousand Eight Hundred Forty -Nine Dollars and 001100s ($3,739,849.00) for the contract term for law enforcement protection. Said sum is payable it four (4) equal installments due March 31, June 30, September 30, and December 31 of the Contract Term. The County agrees that the Municipality will receive a credit against its contract price obligation as a result of anticipated Police State Aide. The amount of the credit will be determined by the amount of money received per sworn officer from the State of Minnesota times the number of sworn officers charged to service the contract. V. RENEWALIAUTOMATIC RENEWAL This Contract may be renewed for a successive period of one (1) year. Said renewals shall be accomplished in the following manner: A. Not later than one hundred fifty (150) days prior to the expiration of the current Contract, the County, through its Sheriff, shall notify the Municipality in writing of its intention to renew. Said notification shall include notice of any increase in total contract cost. -3- B. Not later than ninety (90) days prior to the expiration of the current Contract, the Municipality shall notify the Sheriff in writing if the Municipality does not wish to accept the increased costs and renew the Contract for a successive one year term. If the Municipality fails to notify the County in writing that it does not intend to renew the Contract, the Contract shall automatically renew for another one-year period under the terms of this Contract and any increase in costs provided to the Municipality under the notice requirement of section V.A. of this Contract. VI. COLLABORATION The County, through its Sheriff or his designee(s), agrees to meet as needed with the governing council of the Municipality. The purpose of said meetings shall be for the Municipality to provide feedback to the County and for the parties to confer and discuss potential improvements in the implementation of services under this Contract. The Sheriff shall make reasonable efforts to consider the Municipality's concerns or requests. The time and place of these meetings shall be determined by the Municipality with reasonable notice to the Sheriff. VII. DISBURSEMENT OF FUNDS All funds disbursed by the County or the Municipality pursuant to this Contract shall be disbursed by each entity pursuant to the method provided by law. VIII. STRICT ACCOUNTABILITY A strict accounting shall be made of all funds, and reports of all receipts and disbursements shall be made upon request by either party. IX. AFFIRMATIVE ACTION In accordance with Anoka County's Affirmative Action Policy and the County Commissioners' policies against discrimination, no person shall illegally be excluded from full- time employment rights in, be denied the benefits of, or be otherwise subjected to discrimination in the program which is the subject of this Contract on the basis of race, creed, color, sex, sexual orientation, marital status, public assistance status, age, disability, or national origin. X. INDEMNIFICATION The Municipality and the County mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses, or damages, injuries or sickness resulting from the acts or omissions of their respective officers, agents, or employees, relating to the activities conducted by either party under this Contract. XI. TERMINATION This Contract may be terminated by the mutual agreement of the parties. This Contract may be unilaterally terminated by either party at any time with or without cause upon not less than one hundred eighty (180) days written notice delivered by mail or in person to the other party. Notices delivered by mall shall be deemed to be received two (2) days after mailing. Such termination shall not be effective with respect to services rendered prior to such notice of termination. XII. NOTICE For purposes of delivering any notices hereunder, notice shall be effective if delivered to the Anoka County Sheriff, 13301 Hanson Boulevard Northwest, Andover, Minnesota 55304, on behalf of the County; and the City Administrator of the City of Andover, 1685 Crosstown Boulevard Northwest, Andover, Minnesota 55304, on behalf of the Municipality. XIII. ENTIRE AGREEMENT/REQUIREMENT OF A WRITING It is understood and agreed that the entire agreement of the parties is contained herein and that this Contract supersedes all oral and written agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous contract presently in effect between the parties relating to the subject matter thereof. Any alterations, variations, or modifications of the provisions of this Contract shall be valid only when they have been reduced to writing and duly signed by the parties herein. -5- IN WITNESS WHEREOF, the Municipality, by its governing body has caused this Contract to be signed by its Mayor and attested by its Clerk, and the County of Anoka, by resolution of the County Board of Commissioners, has caused this Contract to be signed by the County Sheriff, Chairman of the County Board of Commissioners, and attested by the County Administrator, all on the day and year first above written. COUNTY OF ANOKA CITY OF ANDOVER 0 By: Matt Look, Chair County Board of Commissioners Its: Dated: ATTEST Dated: By: By: Rhonda Sivarajah County Administrator Its: Dated By: Brad Wise Sheriff Dated: APPROVED AS TO FORM By: Bryan Frantz Assistant County Attorney Dated: ME Dated: Andover - Cost Summary 72HR January 2024- December 2024 L PERSONNEL A. Sworn Deputy Sheriff Attachment A 1.) 15.12 Patrol Deputies $3,739,849 1,601,099 2.) 7 Overtime (Average hours/month per Deputy) 103,404 3.) 2 Liaison Officers 211,786 4.) 2 Patrol Investigators 214,646 B. Non -Sworn C.S.O. 6 hours per day 59,130 Non -Sworn C.S.O. - Parks 14,040 Benefits for Sworn and Non -Sworn Personnel Total Benefits 813,188 TOTAL PERSONNEL COSTS $3,017,293 II. VEHICLE A. Police Equipped Vehicles 1.66 Squads 83,000 B. C.S.O. Vehicle 1 Vehicle 0.00 C.S.O. Vehicle - Parks 0 (split usage with cso vehicle above) 0.00 C. Combined below vehicles 1 Vehicle 38,050 E. Patrol/Crime Investigators Vehicles F. Total Maintenance Costs for all vehicles 1.) Vehicle 141,700 2.) Emergency & Communications Equipment 87,934 3.) Emergency Vehicle Equip. replc fee 5,000 4.) Insurance 29,700 5.) Cellular Telephone 9,178 Total Maintenance Costs 273,512 TOTAL VEHICLE COSTS $344,40, III. Administrative Costs A. PSDS Maintenance costs & Aps 18,666 B. Administrative, Clerical,+ computer fee charges Etc. 309,329 Total Administrative Costs $327,995 IV. TOTAL COST TO CONTRACTING MUNICIPALITY $3,739,849 "Less Amount Received From State for Police State Aid 128,104 NET COST TO CONTRACTING MUNICIPALITY $3,611,745 'This figure is determined by the State and is subject to fluctuation. The latest estimate is $6700 per Deputy. Revenue received Is for previous year Deputy hours hired prior to Aug 1 Y 0 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55; FAX (763) 755-8923 . WWW.ANDOVERMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Commander Paul Lenzmeier - Sheriff's Office Anoka County Sheriffs Office Monthly Report - Sheriff August 15, 2023 Is INTRODUCTION Commander Paul Lenzmeier from the Anoka County Sheriff's Office will be present to provide the Council and the citizens of Andover with an update on law enforcement activities within the City. DISCUSSION To be verbally presented. ACTION REQUIRED For Council information. Respectfully submitted, Commander Paul Lenzmeier Anoka County Sheriff's Office PATROL DIVISION CITY OF ANDOVER -JULY 2023 OFFENSE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YTD 2023 YTD 2022 Call for Service 949 899 940 1,178 1,284 1,270 1,201 7,721 7,429 Burglaries 1 1 1 1 2 2 1 9 8 Thefts 26 18 21 24 22 21 23 155 228 Crim Sex 2 1 1 2 1 0 1 8 9 Assault 1 6 4 5 6 3 8 33 16 Dam to Property 6 0 0 1 4 3 5 19 50 Harass Comm 0 0 0 0 0 0 0 0 4 PI Accidents 9 9 3 6 it 1 8 7 53 47 PD Accidents 48 39 33 36 39 42 32 269 276 Medical 75 145 125 143 135 133 131 887 919 Animal Complain 33 38 52 50 69 53 83 378 401 Alarms 37 26 27 29 39 38 42 238 243 Felony Arrests 30 7 6 7 8 7 1 46 27 GM Arrests 8 7 7 6 10 3 7 48 22 Misd Arrests 30 6 19 14 25 12 34 120 129 DUI Arrests 6 5 8 6 9 3 13 50 27 Domestic Arrest 0 2 3 2 3 1 2 7 19 20 Warrant Arrest 5 3 13 8 6 6 12 53 42 Traffic Stops 219 214 323 304 299 339 348 2,046 1535 Traffic Arrests 44 56 66 60 53 50 83 412 473 DUI Offenses: Day of Week: Time: Sunday Monday Tuesday I Wednesday I Thursday Friday Saturday 2:17 AM 12:58 AM 1:09 AM 1:49 PM 3:13 PM 11:07 AM 1:06 AM 2:50 PM 10:26 PM 9:49 PM 9:31 PM 10:29 PM 2:13 AM City of Andover Calls for Service 10000 5000 1,201 1,270 0 Current Last YTD YTD Month Month 2023 2022 Patrol Division Monthly Report Page 11 CITY OF ANDOVER YEAR TO DATE -JULY 2018-2023 Burglaries 15 J j 10 W LI !_9] 111 I6.I 9I YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 Assaults 40 30 20 10 ���� 33 116 17 12 Coil [181 p [,rl YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 DUI Arrests 60 50 40 50 30 20 127 1311 291 131 10 1151 0 YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 1000 Traffic Arrests 800 600 I}I� I 9 200 �1� 'p ILp 7I�I #7 IYTDI 6 09 1.71 151 YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 Thefts 250 200 150 1000 155 H 148 H 11891 1451 YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 Damage to Property 60 50 40 30 20 H 46 42 56 36 10 19 YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 Domestic Arrests 40 30 20 1 34 10 19 20 20 22 19 0 YTD YTD YTD YTD YTD YTD 2023 2022 2021 2020 2019 2018 Traffic Stops 3000 2500 2000 1500 1500 ,04 U53 J,03 1288 91 .40 YTD YTD YTD lYTD YTD YTD 2023 2022 2021 2020 2019 2018 Patrol Division Monthly Report Page 12 PATROL DIVISION CITY OF ANDOVER CSO'S ACTIVITY -JANUARY -JULY 2023 OFFENSE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YTD 2023 YTD 2022 Call for Service 84 128 155 188 213 202 207 14 14 13 1,177 517 Accident Assist 7 12 5 11 76 39 Vehicle Lock Out 11 22 12 10 10 16 25 106 46 Extra Patrol 7 5 17 15 5 2 2 53 129 House Check 0 0 0 0 0 0 0 0 0 Business Check 0 0 0 0 0 0 0 0 0 Animal Complaints 15 21 20 29 39 44 47 215 131 Traffic Assist 0 0 0 2 1 0 1 4 18 Aids: Agency 1 0 0 0 8 6 0 15 147 Aids: Public 50 65 99 116 129 120 116 695 208 Paper Service 0 0 0 0 0 0 0 0 0 Inspections 0 0 0 0 0 0 0 0 0 Ordinance Viol 0 3 2 5 1 7 5 3 25 27 Patrol Division Monthly Report Page 13 ype SUminary 2:18 PM 06/03/2023 Data Source: Data Warehouse Agency: LAW ENFORCEMENT Division: Andover Law Day Range: Date From 7/1/2023 To 7/31/2023 Exclusion: . Calls canceled before first unit assianed m L 1 Abai H 1.2 -Urgent E Park y — d 1.4 -Report 5 FW� O L6 -Phone Call CL Alar Med AlarmFsr PDQ Med S Med A Me Med All, Select a format v Export 1001 u zu 4u Count 60 80 LID -Highest Priority L3 -Priority 1 -6 -Phone Call L1 -Emergency L4 -Report L7 -Lowest Priority M L2 -Urgent M 1 -5 -Non Priority Priority Desrriotinn 0 1.0 -Highest Priority 1 FU rhefty - — 1.2 -Urgent 3 Park y — Miscy 1.4 -Report 5 FW� 6 L6 -Phone Call rugs L7 -Lowest Priority Idon ' PDQ Wi Gun DUI nCO Hold coke roke Iarm toB argic u zu 4u Count 60 80 LID -Highest Priority L3 -Priority 1 -6 -Phone Call L1 -Emergency L4 -Report L7 -Lowest Priority M L2 -Urgent M 1 -5 -Non Priority Priority Desrriotinn 0 1.0 -Highest Priority 1 LS -Emergent 2 1.2 -Urgent 3 1.3 -Priority 4 1.4 -Report 5 LS -Non Priority 6 L6 -Phone Call 7 L7 -Lowest Priority Priority Problem Type 0 1 2 3 4 5 6 7 Total 911 0 0 1 65 1 0 1 0 1 0 0 0 65 Abandon 0 0 0 0 1 0 3 0 0 3 Abuse 0 0 0 0 0 1 0 1 0 1 AbuseP 0 0 1 0 0 0 1 0 0 0 0 AlarmB 0 0 1 0 24 0 1 0 0 0 24 AlarmCO AlarmCOill AlarmF AlarmFsmoke Alarm Holdup AlarmV Alarm WF Animal AnimalResc Arson Assault AssaultP Boat Assist Bomb Bo nbP Broadcast Burg BurgP Civil CivilP GSC Debris Deer Disorderly Dom DomP Drugs DUI Dumping Escort Ex Pat F Aircraft F Assist F Clean Up F Collapse F Dump F Elec Smell F Expl F Gas Odor In F Gas Odor Out F Grass fire F Illegal F Misc F Mutual Aid F Oven F Powerlines F SmokeIn F SmokeOut F Structure F Train F Veh F Water Rescue Fight Flood in Flood out Fraud FraudP FU FW Gun Harass Info Lift Assist Liq Lockout LockoutP t ooaooao© r 0000aaoo t oomooao® t 00000000 t ooa00000 t 0000maom t ooa00000 t ooaooaoo r 0000a000 r 0000a000 r 000000mo t ooaooaoo r 0000a000 t 00000000 t oaaooaom r 00000000 r oomaoaom t oo®©a®om r a000®aa® t ooao©aoa r 00000©o© r 0000aoom t ooaoaaoo t 00000000 t oo©00000 t 0000aoao r 00000aoo t ooaoa000 t ooaoaaaa r ooaoaooa t 00000aoo r 00000000 t 00000ao© t 00000aoo r ooaooaom t ooaoa000 t a0000mmm t 0000®oom r ooa0000© t 0000©oo© r ooaoa000 00000maom MA MASS Med - Med Alarm Med Allergic Med Assault Med Bleed Med Breathing Diff Med Breathing Not Med Choking Med Drown Med Electro Med Fall Med Heart Med Hold Med ILL Med Info Med OB Med Priority Med Seizure Med Stab-Gunshot Med Stroke Med Uncon Medex Misc MiscO Mutual Aid Law Noise NoTag Ord Other Park PD Person PI POR Property PW REPO-TOW RJ RoadClosure Robbery RobbeiyP Shots Slumper StolenProp Suicide SuicideP Susp SuspP Theft TheftP Threat ThreatP Traf Tres UNK Unsecure Vand VandP VehTheft VehTheftP Weapon Weather Welfare WelfareP r 00000000 r m000000m r 00000000 r ooa00000 r am000ao® a0000aoo r ©oa0000© r ooaooaoo r 00000aoo r ooaom®a® r 0000mmom r ooaoo©om r 0000ao©© r 00000000 r ooaooaoo r aoaooaoo r 00000©o® r ooaoaaoo r 00000©om r 0000a000 r 00000000 r ooaooaoo r 00000000 r 00000©om r 00000®om r 0000a000 r 000000a® r 00000000 r aoaomoom r aoaa0000 r 00000©o® r 00000000 000000000 00000m©om oao©oaoo© r.t,,l 22 Go Back pose 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor & Councilmembers CC: Jim Dickinson, City Administrator Joe Janish, Community Develo for FROM: Jake Griffiths, Associate Planner SUBJECT: Remove from Table & Consider Variance Request —14358 Butternut St NW; PID# 25- 32-24-41-0073 — Joseph & Kaitlin Sullivan (Applicants) - Planning DATE: August 15, 2023 REMOVAL FROM TABLE Prior to any discussion on this item, the City Council will need to vote to remove this item from the table. BACKGROUND A variance is a way that cities may allow for an exception to part of an ordinance for a specific property. A variance is generally for dimensional standards such as setbacks or height limits and allows the landowner to deviate from a dimensional rule that would otherwise apply. Minnesota State Statute and City Code provide specific review criteria the City must consider when reviewing a variance request, this criteria is included later in this report. If a variance is approved it becomes a property right which runs with the land. DISCUSSION The applicants are requesting a variance from the rear yard setback requirement established by City Code 12-3-5: Minimum District Requirements. The subject property is located within the R-4: Single Family Residential Urban zoning district and in this zoning district City Code 12-3-5 establishes a rear yard setback of 30 -feet. The table below compares the City Code requirements to the variance request. The applicants have indicated that if the variance is approved, they plan on constructing an addition onto their home. City Code Requirements Variance Reque-st-7 Difference Rear Yard Setback 1 30 ft 27 ft 1 -3 ft The addition proposed by the applicants resembles what is commonly referred to as a screen or three - season porch. These structures are classified as additions onto the dwelling by the Minnesota State Building Code and have different standards than a traditional deck. While traditional decks are allowed to encroach up to 8 feet into the rear yard setback by the City Code, additions onto the dwelling are required to meet the rear yard setback since they are treated by the Building Code as an addition onto the dwelling. Review Criteria City Code 12-15-9 establishes review criteria for considering a variance request and states that variances shall only be permitted when they are in harmony with the general purposes and intent of the official control and when the variances are consistent with the comprehensive plan. Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the official control. "Practical difficulties" as used in connection with the granting of a variance, means: 1. The property owner proposes to use the property in a reasonable manner not permitted by an official control. 2. The plight of the landowner is due to circumstances unique to their property not created by the landowner. 3. The variance, if granted, will not alter the essential character of the locality. 4. Economic considerations alone do not constitute practical difficulties. The City Council may also impose reasonable conditions on the granting of a variance request. A condition must be directly related to and must bear a rough proportionality to the impact created by the variance. As practical difficulties must be established by the applicants, a letter submitted by the applicants is attached for review as well as other materials submitted by the applicant in support of their request. Analysis of Variance Request The subject property was recently created as part of the Shadowbrook North development in 2020. A building permit was then obtained to construct a dwelling on the property which was completed on January 13, 2023. The subject property and the dwelling both meet the minimum requirements established by the City Code including applicable development standards such as minimum lot size, lot frontage and replacing all organic material for the front 110 feet of the lot. It should be noted that the dwelling appears to have been intentionally set back a greater distance from the street during construction so that its driveway grade would meet City Code requirements. It appears as though the dwelling is located 38.9 feet away from the rear property line and the rear yard setback is 30 feet. This would allow the property owner to utilize up to 8.9 feet from the back of their house for construction of an addition without needing a variance. If a deck was built rather than an addition, the City Code would allow the property owner to utilize up to 16.9 feet from the back of their house since decks are permitted to encroach 8 feet into the rear yard setback. Based on this, it appears that there are ways in which the property owner could construct improvements to their property without needing a variance. City staff have informed the applicants that it may be challenging to show that the practical difficulties are not created by the landowner for this variance request. It would appear that the practical difficulties for which the variance is being sought may only arise as a result of the landowners' request to build an addition that does not meet City Code requirements rather than some circumstance unique to their property. Planning & Zoning Commission Review The Planning & Zoning Commission reviewed the variance request as part of their July 25, 2023 meeting and recommended denial of the variance request (5 -yes, 2 -no). One written comment was received prior to the meeting, which is attached for review, and the property owner and their contractor addressed the Commission as part of the public hearing. Minutes from this meeting are attached and the meeting can be watched online at http://acty.ore/city meeting/andover-planning-commission-07-25-2023/ During the public hearing, the following questions were asked of staff and the applicant along with their responses: Staff • Questioned the reason why the dwelling was setback farther into the lot than the minimum front yard setback. Staff responded that in order to meet driveway grade City Code requirements the home was likely pushed farther back into the lot. • Staff confirmed that variances are property rights which run with the land indefinitely. Applicant • Stated they do not have any intent to convert the structure beyond a three -season porch. • Stated they felt their design as proposed would be the most visually appealing. • One Commissioner asked the applicant what is stopping them from building an addition that meets City Code. The applicant responded that the plans are designed for what they want to build. • One Commissioner asked the applicant what is unique to their property that prevents them from meeting the City Code. The applicant responded the home placement is farther back than the minimum front yard setback and that they haven't worked with their contractor to evaluate other ways to make their project meet City Code requirements. The applicant's contractor later addressed the Commission that they could make the project meet City Code requirements, however, it wouldn't look like a natural part of the home. • One Commissioner asked if the property was a look out or walk out style home. The applicant responded it was a look out. • One commissioner asked what an addition that met City Code would look like. The applicant's contractor responded that it would likely be long and smaller in width and would take up the majority of the back of the home to maintain the square footage the applicant would like. • One commissioner questioned the ability of the property to convert the porch as designed into a fully conditioned space. The applicant's contractor responded it would technically not be able to be converted due to building code requirements. After closing the public hearing, the Commission discussed the variance review criteria related to the request. One commissioner felt that the house being setback father into the lot was a practical difficulty that should be used for granting of the variance. One commissioner stated that they felt the request was reasonable, however, they were struggling with variance review criteria two because it appears the variance is being sought as a matter of preference by the applicant. Several other commissioners agreed and were concerned that not having solid findings of fact to grant the variance would establish a bad precedent that could be used by other property owners to not meet the rear yard setback requirement in the future. One commissioner expressed concern that no effort was made on behalf of the applicant to explore ways their project could meet City Code requirements. One commissioner asked if any members of the Commission would have different opinions on the request if the applicant had not constructed the home and it had been resold to a different owner. Another commissioner responded that they would not have a different opinion because variances are tied to the property and not individual property owners. Another commissioner agreed. One commissioner stated that since the applicant said that the project could be redesigned to meet City Code requirements, they were having a difficult time recommending approval even though they felt the project was a reasonable use of the property. After discussion, the Commission recommended denial of the variance request based on the request not meeting variance review criteria due to the ability of the applicant to redesign their project in ways that would meet City Code requirements. City Council Review This request was previously reviewed by the City Council at their July 31, 2023 meeting. Minutes from this meeting were included earlier in the agenda packet and the meeting can be watched online at h_ttp://gctv.or city meeting/andover-citv-council-07-31-2023/ After discussion, a motion to approve the Variance Request failed (2 -yes, 2 -no, 1 -absent) and the City Council ultimately voted to table this item as a majority of votes could not be obtained for either approval or denial. ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning & Zoning Commission, compare the variance request to the variance review criteria of City Code 12-15-9, and make a decision based on findings of fact on the variance request. Respectfully submitted, Jae Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Applicant's Materials Public Comments July 25, 2023 Planning & Zoning Commission Minutes CC: Joseph & Kaitlin Sullivan, Applicants (Via Email) Ryan Kestner, Kestner Construction Co. (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA I A RESOLUTION APPROVING VARIANCES FOR THE PROPERTY LOCATED AT 14358 BUTTERNUT ST NW; PID# 25-32-24-41-0073 LEGALLY DESCRIBED AS FOLLOWS: LOT 12, BLOCK 1, SHADOWBROOK NORTH WHEREAS, Joseph & Kaitlin Sullivan are the owners of a parcel of land located at 14358 Butternut St NW, Andover, Minnesota with Parcel ID Number 25-32-24-41-0073; and, WHEREAS, Joseph & Kaitlin Sullivan have applied to the City for a variance to the rear yard setback on the subject property; and, WHEREAS, the proposal would vary from City Code 12-3-5: Minimum District Requirements in that it would decrease the rear yard setback from 30 feet to 27 feet; and, WHEREAS, the Andover Review Committee has reviewed the variance requests; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission held a public hearing on July 25, 2023; WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the variance request; and, WHEREAS, the City Council completed a review of the variance request along with the recommendation of the Planning and Zoning Commission; and, WHEREAS, the City Council disagrees with the recommendation of the Planning and Zoning Commission and approves the variance request to reduce the rear yard setback from 30 feet to 27 feet; and, WHEREAS, based on the criteria for granting a variance under City Code 12-15-9, the City Council finds the following findings of fact to support the approval of the variance request: 1. 2. 3. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby approves the variance request with the following conditions: 1. All necessary permits shall be obtained from any agency having an interest in improvements constructed on the property. 2. Pursuant to City Code 12-15-9-E-6, if the City Council determines that no significant progress has been made within the first twelve (12) months after the approval of the variance, the variance will be null and void. Adopted by the City Council of the City of Andover this 15th day of August, 2023. CITY OF ANDOVER CITY OF ANDOVER Michelle Harter, City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. XXXX A RESOLUTION DENYING VARIANCES FOR THE PROPERTY LOCATED AT 14358 BUTTERNUT ST NW; PID# 25-32-24-41-0073 LEGALLY DESCRIBED AS FOLLOWS: LOT 12, BLOCK 1, SHADOWBROOK NORTH WHEREAS, Joseph & Kaitlin Sullivan are the owners of a parcel of land located at 14358 Butternut St NW, Andover, Minnesota with Parcel ID Number 25-32-24-41-0073; and, WHEREAS, Joseph & Kaitlin Sullivan have applied to the City for a variance to the rear yard setback on the subject property; and, WHEREAS, the proposal would vary from City Code 12-3-5: Minimum District Requirements in that it would decrease the rear yard setback from 30 feet to 27 feet; and, WHEREAS, the Andover Review Committee has reviewed the variance requests; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission held a public hearing on July 25, 2023; WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the variance request; and, WHEREAS, the City Council completed a review of the variance request along with the recommendation of the Planning and Zoning Commission; and, WHEREAS, the City Council agrees with the recommendation of the Planning and Zoning Commission and denies the variance request to reduce the rear yard setback from 30 feet to 27 feet; and, WHEREAS, based on the criteria for granting a variance under City Code 12-15-9, the City Council finds the following findings of fact to support the denial of the variance requests: 1. 2. 3. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the variance request to reduce the rear yard setback from 30 feet to 27 feet. Adopted by the City Council of the City of Andover this 15th day of August, 2023. CITY OF ANDOVER CITY OF ANDOVER Michelle Harter, City Clerk Sheri Bukkila, Mayor 6/9/2023 Dear City of Andover: This letter of Intent is in support of our request for a variance to the rear yard setback requirement for an existing non -conforming lot. The intention is to construct a 121x14' deck with a screened4n porch. As the code states, a dwelling may not come within 30' from the rear boundary line of the lot. We are allowed to encroach into the setback by building the deck with a freestanding gazebo (which would be less structurally sound) but cannot build a roof system attached to, the house as it is considered part of the dwelling. When the house was constructed, it was placed at a distance greater than normal for a front setback. It was unfortunate that the builder did not verify these surveys and setbacks when the property was being surveyed and constructed. We are asking to be allowed 3' inside the 30' setback (10%) to create a structure that is visually appealing and looks like it was supposed to be part of our home. Included will be the plans for our build and the ultimate look our structure would have. There are a few of factors why we are asking for such a structure: (1) The extreme sunlight In the summer can cause the composite deck bonds to become quite hot to the point it witl'bum your skin to contact them. Thus, potentially injuring kids and dogs. Even on a 75 -degree day the temps of the decking can exceed 125 -degrees on'the surface. Why our request for a covered roof. (2) We are seeking an outdoor retreat and calming space that is bug free. As you know the mosquitos are very intense during periods of the summer as we do have a pond/wetland in close vicinity to our home. (3) If kept inside the setback it would only allow for a 9' depth. We are not looking for large structure. it would measure 12'x14'. What is perhaps the most relevant here, and what 1 would ask the board to consider, is (1) the fact that tho flew prbposOct structure would not Impods any view of i e, neighboring homes; (2) the fact that the back of the house directly behind our home is facing to North and the rear of our home is faced to the West and would not affect the rear view of their home; (3) the proposed style and structure of the project is in step with the existing neighborhood; (4) the proposed project would be an improvement to the neighborhood and result in an overall increase in property value and tax base created by Improvement; (5) we have obtained signatures from our neighbors stating that they have no objections with us impeding into the setback. if there is concern about finishing the structure into a conditioned living space in the future,we would be more than happy to sign documentation not allowing said Improvements to occur. Thank you for your time and consideration on this matter. Respectfully submitted, Joseph and Kaitlin Sullivan �a;+t�n S�I.t;ae,ry C(vbtt Gr.�tytx+ Certificate of Survey for: E t' PROPERTY DESCRIPTION: N I' Denotes Existing Electric Box DANE ALLEN HOMES, INC. - House Address: House Model: Anoka C my MinnesotROOKa Anoka County, Minnesota 14358 Buttemut Strctt MV.. Andovcr, MN Rushmore3 Denotes Existing Telephone Boz s` Denotes Existing Light Pole 'DROP GARAGE DOWN, AS SHOWN* vlsRbAi; F—'-- ------- - .iA r - :nw a - ss, .i Denotes Existing Curb Stop Minimum Lowest Floor Elevation: 658.0 RgYi' . oco.o Denotes Existing Elewtion - d S89°23.21"E 131.46 �!sa -.. t!Ie I IIC hAe' IC rt • 1 I Lookout Elevation: 891,4 f0.9 (per recorded plot) • - •les • b ,: ` Hca- II �. ff I.c Ra' 12 ' 1z - tc a_ yy I Bearings shown are assumed R �� ISI, [rI ,� .e ✓riM ntrj e 5 I �o o los' •eHssb 7/24/19. j I cer VOCLO TVet trn'sees, set" 5no.xn xa Iva Yaph�c 9�bac' LM'. sFa C'Iw- Y TIC (IN FEE 1) R=120.00 = 103.65 �y �02e2''S8" To N85i4'26"W Q- �Denotes Grads/Footings to be ,,,, ,e ,•: e, R � opped as needed to -. ��- .. m ✓dr Denotes Proposed Contour - suRY m rr crrxt ae,o+lARx --- 0o p gp A[ Denotes Existing Contour -, • H t c • MteA at" xis Ing y w PROPERTY DESCRIPTION: I' Denotes Existing Electric Box Lot 12, NORTH, y Denotes Existing TeieNslon Box Anoka C my MinnesotROOKa Anoka County, Minnesota Denotes Existing Telephone Boz s` Denotes Existing Light Pole 'DROP GARAGE DOWN, AS SHOWN* Denotes Existing Serdce Minimum Lowest Opening Elevation: 891.0 �! 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I live at 117143rd Ave NW. My wife Abby and I would like to extend our support for the proposed variance for the Sullivan's rear yard setback. Regards, Rob & Abby Kinne Regular Andover Planning and Zoning Commission Meeting Minutes — July 25, 2023 Page 3 1 Motio y Commissioner Koehler, seconded by Commissioner Loehlein, to recommend 2 to the Cit Council approval of It extension as written. Motion carried on a 7 -ayes, 0- 3 nays,0-abs\Ierstated 4 5 Commissioed that coming into the meeting he was dead set against this 6 extension, onvinced him otherwise. He is thrilled with the progress that 7 has been m8 9 Mr. Breen ite would be before the Council at the July 31, 2023 City 10 Council me 11 12 PUBLIC HEARING: Variance Request —14358 Butternut St NW; PID# 25-32-24-41- 13 0073 — Joseph & %aitlin Sullivan (Applicants) 14 15 The Planning and Zoning Commission is requested to hold a public hearing and make a 16 recommendation to the City Council regarding the variance request. The applicant is 17 requesting a screen or three -season porch that would encroach into the rear yard setback. 18 Community Development Director Janish outlined the layout of the proposed project and 19 stated that within the letter provided by the applicant, the house was constructed further 20 back than the normal setback and that the structure would be visually appealing. In the 21 letter, the applicant also stated the factors that make the structure needed. 22 23 Commissioner Winge asked if the current plans, as drawn, allow for the three -season porch 24 to be converted into a four -season permanent structure without significant modifications 25 as they currently sit. Mr. Janish stated that would be a question for the Building Official, 26 but that he knows that there are several footings that are in place. 27 28 Commissioner Shuman asked if the setback being encroached upon due to the property 29 needing more space for the driveway grade to be at the appropriate grade was per some 30 kind of city code or if the builder decided on the setback on his own accord. Mr. Janish 31 updated that the driveway would exceed the maximum 8% driveway slope if the 32 homeowner moved forward at its current elevation. The original development plan had 33 shown a 5.8% slope with a front yard setback of 35 feet. The garage elevation is higher 34 than what was originally proposed, so to meet the 8% or less slope, the house slid back to 35 43.5 having a 7.9% slope. 36 37 Chairperson Godfrey asked for clarification, that if the variance is approved, it would 38 become a property right which would continue with the property forever. Mr. Janish stated 39 that that was correct. 40 41 Motion: Chair Godfrey assumed a motion to open the Public Hearing at 7:30 p.m. Motion 42 carries by unanimous consent. 43 44 Joseph Sullivan, 14358 Butternut Street NW, came forward and stated that they do not 45 have any intention of having anything other than a three -season porch. Under their Regular Andover Planning and Zoning Commission Meeting Minutes — July 25, 2023 Page 4 1 builder's advice, the home was moved back, and now they have the finances to build the 2 structure on the back of the home. It is 10% that is looking to go into the setback but would 3 make his family's life more enjoyable outside by having the extra space to have out of the 4 sun, from a UV and bug aspect. 6 Commissioner Winge asked if the three -season porch could be constructed in a way that 7 maintains similar square footage while being within the current building code, not requiring 8 a variance. Mr. Sullivan stated that the plans that were drawn up were done so in a way 9 that is visually appealing to the kick -out at the back of the home, but it could be possible 10 through engineering and new plans. 11 12 Commissioner Koehler asked the applicant to elaborate on what could be built that was not 13 secure. Mr. Sullivan clarified that a free-standing deck with a gazebo on top of the deck 14 would be an example of something that is not attached to the house and is not secure. 15 Commissioner Koehler also asked what is stopping the applicant from doing this in a 16 conforming matter. Mr. Sullivan stated that due to the home placement being pushed back, 17 in addition we have not worked with our contractor to draw plans up in that manner to 18 make it conforming. 19 20 Commissioner Winge asked if the home is a walk -out property and Mr. Sullivan clarified 21 that it is a look -out property. Commissioner Winge also asked what was preventing the 22 builder from lowering the floor elevation to maintain proper slope without moving the 23 home back. Mr. Sullivan stated that he is not sure of the exact reasoning. 24 25 Ryan Kesner, 741 Constance Blvd. NW, came forward and stated that as the contractor 26 that is proposing the work, he can answer any questions. Mr. Kesner stated that they could 27 make it conforming, but the reason they didn't want to make it a conforming structure is 28 that it would not look like a natural part of the home. They are trying to keep the visual 29 appeal of the structure that will be attached to the house, instead of having it look like a 30 separate structure. 31 32 Commissioner Shuman asked what difference it would make if the porch was made 9 feet 33 instead of 12 feet, not needing a variance request. Mr. Kesner stated that to do that it would 34 have to go the whole length of the back of the house, because of a cantilevered floor section 35 that the structure cannot be built off of, making it long, skinny, and not as visually 36 appealing. 37 38 Commissioner Winge asked if the current plans, as drawn, allow for the three -season porch 39 to be converted into a four -season permanent structure without significant modifications 40 as they currently sit. Mr. Kesner said that technically it could not because the floor system 41 that would be built would be made of pressure -treated lumber, which can't be capsulated. 42 43 Community Development Director Janish summarized an email that was received from 44 Rob and Abby Kine, 117 143rd Avenue NW, that stated their support for the proposed 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 Regular Andover Planning and Zoning Commission Meeting Minutes — July 25, 2023 Page 5 variance for the rear setback. Mr. Janish also highlighted where these neighbors lived in comparison to the home. Motion: Chair Godfrey assumed a motion to close the Public Hearing at 7:43 p.m. Motion carries by unanimous consent. Commissioner Winge commended the applicant for consulting with his neighbors on permission for a variance. Commissioner Shuman stated that the review criteria are met to approve a variance, the use of this variance is a reasonable manner that is not permitted by official control. Commissioner Koehler asked Mr. Janish if the "property" mentioned in variance criteria number 2 refers to the house on it or the property itself. Mr. Janish stated that he believes it is the property as a whole, both the structure on the property and the property itself. Commissioner Shafto stated that he is struggling with whether or not variance criteria number 2 is being met, and his main concern is the precedent that may be set. Commissioner Hudson agreed with Commissioner Shafto's concern about precedent being set. Commissioner Loehlein also agreed with getting hung up on criteria 2 being met. Chairperson Godfrey stated her concern about there being no attempt made to investigate the ability to build a conforming three -season porch that would comply with City code. Commissioner Winge asked the other Commissioners if their opinions would change had the current property owner not constructed the home. Commissioner Koehler stated that no it would not change. Commissioner Shafto also agreed. Commissioner Koehler stated that it is difficult to make a variance when a conforming structure could be made. Motion by Commissioner Koehler, seconded by Commissioner Shafto, to recommend to the City Council denial of the Variance Request. Motion carried on a 5 -ayes, 2 -nays (Winge and Shuman), 0 -absent vote. Mr. Janish stated that this item would be before the Council at the July 31, 2023 City Council meeting. OTHE BUSINESS Communit evelopment Director Janish updated on the Variance Request discussed at the April 25a' eeting for roadway realignment at Lot 9, Block 7, Lake Ridge. The ANL6 6 W ^ ',Ad 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 Administrato Joe Janish, Community Developme KO Peter Hellegers, City Planner FROM: Aidan Breen, Planning Intern SUBJECT: Consider Interim Use Permit (IUP) Amendment —13655 Round Lake Boulevard; PIDs 34-32-24-42-0009 and 33-32-24-42-0007 — Grace Lutheran Church of Anoka (Applicant) — Planning DATE: August 15, 2023 BACKGROUND The applicant, Grace Lutheran Church, is requesting to extend the timeframe for the removal of the subordinate classroom structures on their property by 12 months, through 12/31/24. Their current IUP expires December 31, 2023. A Conditional Use Permit for two temporary classroom structures was originally requested by Grace Lutheran Church in 2006 and a four-year extension was granted to the church in 2010. The city approved a 5 -year interim use permit (lUP) in 2014, which was extended in 2019. Grace Lutheran Church is in the process of finalizing plans for remodeling and expansion. The applicant submitted their Commercial Site Plan and Conditional Use Permit for the additions to the city in December 2022 and has received three rounds of comments from city staff. Currently, only the subordinate classroom structures have ADA -compliant restrooms. One of the proposed elements of their expansion is to construct new ADA -compliant restrooms in the principal building, allowing the applicant to remove the subordinate classroom structures by the end of 2024. The applicant hopes to begin construction this Fall, according to the architect. DISCUSSION As per city code Chapter 12 -Permitted, Permitted Accessory, Conditional, Interim and Prohibited Uses, subordinate classrooms require an Interim Use Permit. Since the existing NP has not yet expired, the applicants are requesting an amendment to extend the expiration date. Interim Use Permit Standards (City Code 12-15-8-D) The Planning and Zoning Commission shall recommend an interim use permit and the Council shall issue such interim use permit only if it finds that such use at the proposed location: 1. Will not create an excess burden on parks, streets, and other public facilities; • The subordinate classrooms have been in place since 2006 and no issues have been reported at this time. 2. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; • The subordinate structures are inspected by the Fire Department every 2 or 3 years. A condition has been included in the resolution that would also require an inspection by the building official. 3. Will not have a negative effect on the values of property and scenic views; • The subordinate classrooms have been in place since 2006 and inspected by the Fire Department every 2 or 3 years. • The applicant is not proposing to move or modify the subordinate classrooms. • Routine maintenance to the subordinate classrooms has been conducted since initially obtaining a permit to have them. 4. Will not impose additional unreasonable costs on the public; • The subordinate classrooms are the responsibility of the applicant and any costs associated with removal and maintenance are the sole responsibility to the applicant. 5. Will be subjected to, by agreement with the owner, any conditions that the City Council has deemed appropriate for the permission of the use, including a condition that the owner may be required to provide appropriate financial surety to cover the cost of removing the interim use and any interim structures upon the expiration of the interim use permit. If the IUP Amendment is approved, the applicant will be required to schedule a reinspection of the structures with the Building and Fire Departments. Planning & Zoning Commission Review The Planning and Zoning Commission held a public hearing on the IUP amendment request at their August 8`b, 2023 meeting. A representative for the applicant was the only individual present to speak for or against the IUP Amendment. Commissioners were interested in the applicants' confidence level that the construction needed to remove the subordinate classroom structures would be completed within the extended IUP timeframe. The applicant was reasonably confident, as they have been assured by their Construction Manager at Risk that the work would be started this Fall and completed by Spring or Summer of 2024. The applicant referenced the progress they have already made in their Commercial Site Plan and Conditional Use Permit applications for their remodel and expansion, as well as the financing that has already been approved for the work. Multiple commissioners still expressed hesitancy at the one-year extension, instead recommending the IUP be amended for a two-year extension, rather than the one-year extension requested in the application. After discussion, the Commission unanimously recommended approval of the NP Amendment request as written, with an additional recommendation to consider adjusting the IUP amendment to provide a two-year extension until December 31, 2025 (6 -yes, 0 -no, 1 -absent). After the 2 meeting, the applicant expressed that they are open to a two-year IUP extension, but fully intend to complete all work by the end of 2024. ACTION REQUESTED The City Council is requested to consider the recommendations of the Planning and Zoning Commission and make a decision on the Interim Use Permit Amendment request for 1) the applicant's original request for an extension of 12 months, or 2) the Planning and Zoning Commission's recommendation for an extension of 24 months. If approved, the resolution of approval must be updated to reflect the agreed upon end date of the IUP amendment. Council may consider adding an expiration clause for the removal of the subordinate classroom structures to the resolution based on the date of final inspection of the remodel and/or issuance of the Certificate of Occupancy for the additions. Respec full/ Aidan Breen Planning Intern Cc: Grace Lutheran Church, Attn: Tracie Russell, 13655 Round Lake Blvd NW, Andover, MN 55304 Attachments Draft Resolution of Approval p. 4 Draft Resolution of Denial p. 6 Existing IUP Resolution p. g Location Map P. 10 Aerial and Ground Photographs P. 11 Applicants' Materials p. 12 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION GRANTING AN INTERIM USE PERMIT AMENDMENT FOR EXTENDING THE TIME FOR THE REMOVAL OF A SUBORDINATE CLASSROOM STRUCTURE ON PROPERTY LOCATED AT 13655 ROUND LAKE BOULEVARD (PIDs 34-32-24-42-0009 AND 33-32-24-42-0007) AND LEGALLY DESCRIBED AS That part of the West 445.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24, in Anoka County, Minnesota, which lies North of the North line of 136th Lane Northwest as laid out and platted in the Plat of Chapman's Second Addition, excepting therefrom the West 60 feet. That part of the East 288 feet of the West 733.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24 in Anoka County, Minnesota, which lies North of the North line of 136th Lane Northwest as laid out and platted in the Plats of Chapman's Second and Third Additions. Except the North 60 feet of the East 673.02 feet of the West 733.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24, Anoka County, Minnesota. And also except Parcels 22 and 23, Anoka County Highway Right—of—Way Plat No. 47 according to the map or plat thereof on file and of record in the office of the Anoka County Recorder. WHEREAS, Grace Lutheran Church requested an interim use permit amendment for a one-year extension on the removal of the subordinate classroom structure, and; WHEREAS, the Planning and Zoning Commission held a public hearing on August 8, 2023; and, WHEREAS, the Planning and Zoning Commission finds the request: 1. Will not create an excess burden on parks, streets, and other public facilities; 2. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; 3. Will not have a negative effect on the values of property and scenic views; 4. Will not impose additional unreasonable costs on the public; 5. Will be subjected to, by agreement with the owner, any conditions that the City Council has deemed appropriate for the permission of the use, including a condition that the owner may be required to provide appropriate financial surety to cover the cost of removing the interim use and any interim structures upon the expiration of the interim use permit. WHEREAS, the Planning and Zoning Commission recommends to the City Council approyal of the interim use permit. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby approves the interim use permit to allow for extending the time for the removal of the subordinate classroom structure(s) on property located at 13655 Round Lake Blvd with the following conditions: 11 1. The amended Interim Use Permit shall expire on December 31, , at which time the temporary structures shall be removed. 2. Upon the issuance of the Interim Use Permit amendment, the Building Department shall perform an inspection of the subordinate classroom structure. 3. If the subordinate classroom structure does not pass inspections by the Building Department and/or Fire Department and the applicant is unable or unwilling to make the required improvements, the Interim Use Permit may be revoked. Adopted by the City Council of the City of Andover on this 15th day of August 2023. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA 1:7oI=C�77 A RESOLUTION DENYING AN INTERIM USE PERMIT AMENDMENT FOR EXTENDING THE TIME FOR THE REMOVAL OF A SUBORDINATE CLASSROOM STRUCTURE ON PROPERTY LOCATED AT 13655 ROUND LAKE BOULEVARD (PIDs 34-32-24-42-0009 AND 33-32-24-42-0007) AND LEGALLY DESCRIBED AS That part of the West 445.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24, in Anoka County, Minnesota, which lies North of the North line of 136th Lane Northwest as laid out and platted in the Plat of Chapman's Second Addition, excepting therefrom the West 60 feet. That part of the East 288 feet of the West 733.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24 in Anoka County, Minnesota, which lies North of the North line of 136th Lane Northwest as laid out and platted in the Plats of Chapman's Second and Third Additions. Except the North 60 feet of the East 673.02 feet of the West 733.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32, Township 32, Range 24, Anoka County, Minnesota. And also except Parcels 22 and 23, Anoka County Highway Right—of—Way Plat No. 47 according to the map or plat thereof on file and of record in the office of the Anoka County Recorder. WHEREAS, Andover Christian Church requested an interim use permit amendment for the use of subordinate classrooms for an 18 -month extension on the removal of the subordinate classroom structure granted by a past interim use permit, and; WHEREAS, the Planning and Zoning Commission held a public hearing on July 25, 2023; and, WHEREAS, the Planning and Zoning Commission finds the request: I. Will not create an excess burden on parks, streets, and other public facilities; 2. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; 3. Will not have a negative effect on the values of property and scenic views; 4. Will not impose additional unreasonable costs on the public; 5. Will be subjected to, by agreement with the owner, any conditions that the City Council has deemed appropriate for the permission of the use, including a condition that the owner may be required to provide appropriate financial surety to cover the cost of removing the interim use and any interim structures upon the expiration of the interim use permit. WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the interim use permit, and; WHEREAS, the City Council disagrees with the recommendation of the Planning and Zoning Commission and denies the Interim Use Permit Amendment Request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby 0 denies the interim use permit to allow for extending the time for the removal of the subordinate classroom structure on property located at 13655 Round Lake Blvd and orders the usage of the subordinate classrooms to cease on December 3151, 2023, and to be removed from the property within 90 days from December 31", 2023. Adopted by the City Council of the City of Andover on this 15a' day of August 2023. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOVA STATE OF MINNESOTA RES. NO. R024-19 A RESOLUTION GRANTING AN INTERIM USE PERMIT FOR EXTENDING* THE TIME OF REMOVAL OF SUBORDINATE CLASSROOM STRUCTURES ON PROPERTY LOCATED AT 13655 ROUND LAKE BLVD (PIN 32-32-24-42-0009), LEGALLY DESCRIBED AS: THAT PRT OF W 445.02 FT OF NWI/4 OF SEI/4 OF SEC 32 TWP 32 RGE 24 LYG N OF N R!W LINE OF 136Th LN NW, EX RD, SUBJ TO EASE OF REC, Anoka County, Minnesota. WIiEREAS, Grace Lutheran Church requested an interim use permit for the use of subordinate classroom structures with a four-year extension on the removal of the subordinate classroom structures, and; WFIEREAS, the Planning and Zoning Commission held a public hearing on February 12,2019; and, WHEREAS, the Planning and Zoning Commission finds the request:. 1. Will not create an excess burden on parks, streets, and other public facilities; • The subordinate classrooms have been in place since 2006 with no issues being reported at this time. 2. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; The subordinate structures are inspected by the Fire Department every 2 or 3 years. A condition has been included on the resolution that will require an inspection by the building official. 3. Will not have a negative effect on the values of property and scenic views; • The subordinate classrooms have been in place since 2006 with bi-yearly safety inspections. • The applicant is not proposing to move or modify the subordinate classrooms. • Routine maintenance to the subordinate classrooms has been conducted since initially obtaining a permit to have them. 4, Will not impose additional unreasonable costs on the public; • The subordinate classrooms are the responsibility of the applicant and any costs associated with removal, and maintenance are the sole responsibility to the applicant. 5. Will be subjected to, by agreement with the owner, any conditions that the City Council has deemed appropriate for the permission ofthe use, including a condition that the owner maybe required to provide appropriate financial surety to cover the cost of removing the interim use and any interim structures upon the expiration of the interim use Permit. WFIEREAS, the Planning and Zoning Commission recommends to the City Council approval of the interim use permit. NOW; THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby approves the interim use permit to allow for extending the time for the removal of the subordinate classroom structures on property located at 13655 Round Lake Blvd with the following conditions: i rol 1. The Interim Use Permit shall expire on December 31, 2023, at which time the temporary structures shall be removed. 2. Upon the issuance of the Interim Use Permit, the Andover Fire and Building Departments shall perform an inspection of the subordinate classroom structure. 3. If the subordinate classroom structures do not pass inspections by Andover Fire and Building Departments, the structures may shall be brought into compliance or the Interim Use Permit may be revoked. Adapted by the City Council of the City of Andover on this 51 day of March 2019. CITY OF ANDOVER 9Mayor � ATTEST: � Trude, Mayor Mich a Hamner, Deputy Cityity �Clcrk N C ITO� Site Location - Grace Lutheran Church (13655 Round Lake Blvd) y Y EI ► rt i� �1 i– 1�.. *1 �a z 2 I LD ZSf ) 1 '�� 1 y. 1 •per �'_- q eif i IA 1 zT�NNa rA r 73 n ,+fie zIt --= l �• J.� s � __ � i �-_, 1 - . ,: .. � �.. 7)0.1.-I�y� ►��� • eji � ► 1 �7 – –� • `�] f r s J 1NKE'- l;.K ,i VLA N.{ ` _ � .:.-,SBU NKER�L-AKE � BUhKERL!'KEIBLVDNW r --- j iwz 1— AxV.iEnr-''. �9!�J°I� • _rs Iri ti1.e.L�5':GZ'�1118'. Farce Date Created July 27, 3023 + Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. N Aerial & Ground Photos — Grace Lutheran Church C6#5'A1)0VFv4^ CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 - (763) 755-5100 FAX (763) 755-8923 - WWW.ANDOVERMN.GOV INTERIM USE PERMIT (IUP) Property Address 1.3(,55 Round L6l1?e, Lill/d, , fVVJ /it76(oVer; M(l .5530,V Legal Description of Property (if legal is lengthy, please attach a separate sheet): Lot Block Addition PIN 0&.-,qi -- q-.3�3-0/De (If metes and bounds, attach the complete legal description) Note: If the legal is not provided, the application will not be considered to be complete. of Request (use additional paper if necessary) Will this request require hauling of material? Yes* or To Will material be hauled to and from this site? Yes* orFOD *If Yes to either question, then a haul route will be required to be submitte as part of this application. Section of Ordinance Current Zoning Name of Applicant 6 Mt e L c7niftUt a McJi Of f}tl0)e4L- Email j oi«ce 04azeawvlo v; -,r. 05 Address 131v65 Round Vie. 81 of , N vel City A-ndoar State MN) Zip b5 soy Home Phone ((//U) -) ^^: `j 2--9'600 �Bgusiness Phone q&,3 Signatgrey �C�CX tLAZ-� Date 11111,20,�3 INTERIM USE PERMIT (NP) Property Owner (Fee Owner) c-5 O I t c,fi Email (If different from above) —' Address City State Home Phone — Business Phone Signature The following information shall be submitted prior to review by the City of Andover: 1. Complete application and fee 2. Letter summarizing request including but not limited to: a. Proposed hours of operation b. Proposed haul routes to or from the site C. Proposed stockpile slopes (typically a 3:1 slope is required) d. Proposed expiration date of IUP e. Other details about the proposal to help the city evaluate the request 3. A scaled drawing showing the following: a. Scale b. North arrow c. Dimensions of the property and structures d. Front, side, and rear yard building setbacks e. Adjacent streets f. Location and use of existing structures within 100 feet 4. Other information as required to review request Application Fee (For New and Amendment Applications): Interim Use Permit $350.00 includes mailing labels Recording Fee $100.00 Public Notification Sign Land Reclamation or Mining Date Paid 60 Day Review $30.00 $1,000.00 escrow – If this escrow doesn't cover review costs, additional billing will occur. 13 Receipt # 120 Day Review INTERIM USE PERMIT (IUP) Note: The following is information that all applicants should read and understand. STANDARDS FOR GRANTING AN INTERIM USE PERMIT REQUEST The Planning Commission shall recommend an interim use permit and the Council shall issue such interim use permit only if it finds that such use at the proposed location: (1) Will not create an excess burden on parks, streets, and other public facilities. (2) Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare. (3) Will not have a negative effect on values of property and scenic views. (4) Will not impose additional unreasonable costs on the public. (5) Will be subjected to, by agreement with the owner, any conditions that the City Council has deemed appropriate for permission of the use, including a condition that the owner may be required to provide an appropriate financial surety to cover the cost of removing the interim use and any interim strictures upon the expiration of the interim use permit. INTERIM USE PERMIT PROCEDURE The public hearing, public notice and procedural requirements for interim use permits shall be as provided in City Code 12-15-8. The City Council shall act upon the interim use permit within sixty (60) days from the date of submission of a complete application unless an extension has been provided pursuant to Minnesota Statutes 15.99. Approval of a request shall require a four-fifths (4/5) vote of the entire City Council. ON C� a race Lutheran Chucrck Listen. Grow. Serve. so that all may experience grace... City of Andover Attention Madame Mayor Sheri Bukkila, and Andover City Council 1685 Crosstown BLVD. NW, Andover, MN 55304 July 19th, 2023 Dear Madame Mayor Sheri Bukkila and Andover Council Members, I am writing to ask for an extension on the removal of our portables from the property of Grace Lutheran Church, which is located at 13655 Round Lake Blvd. I am aware that the city has given us a deadline of December 31St, 2023, to remove these buildings. We have been working diligently since I became the Senior Pastor at Grace Lutheran Church on a building project that will allow us to no longer need our portables. We hired Busch Architects in January of 2022 and then hired Donlar as our Construction Manager at Risk in the fall of 2022. When we went to bid this past Spring, our project came in a million dollars over our budgeted price. We have spent the last 4 months modifying the plans and finding a pathway forward. The good news is we have made modifications and will be moving ahead on our project beginning late summer or early this fall. Because our portables contain our only ADA bathrooms, we cannot get rid of them until our bathroom renovations are complete. I am happy to provide you with the architectural plans (which I believe you already have) or any other information about the timing of our project. I am asking you to extend our deadline until December 3151, 2024. Please let me know any other information you need and any questions you have. I am available via email at Joannam@sraceandover.org or phone at 763-421-6520. You can also speak with our church administrator Tracie Russell, if I am unavailable. you for your consid"gration. Blessings, 3 Jdanna Mitchell 13655 Round Lake Blvd. NW Andover, MN 55304 763-422-6520 www.graceandover.org I II Q ry W J O m LU V Q J c) Z Z) O w n n r� BUNKER LAKE BOULEVARD NW xOTF:00.5E00 Lco' ADDMON & REMODEL i 19sss RGWm LMwwwxW A 1A134LM I rELvqR6]IaMaao � NIEP,WIEO S.MILLONO WERUY PPRNIrvOLOT I GRACELLImV WcRuRcx `Q IussROGxoIA%FBLwxx '�_ SMPLWGENMLNOTES --- -- EXISTING - -- b ___ PARKING SNFETmIE 0-� LOT 1sB VAwaxc ADDITION 161 9-0 �b ADD ,ION �iii ADDITION o y () i.SLPF➢M'tlF5i0 ttSREPIANKEYNOTES Cl.iii ttEIAPNECtpIMEwA1ELY.4tlEi. =EXISTING BUILDING 50� � GRACE LUTHERAN CHURCH N.1 13655 ROUND LAKE BOULEVARD it� "",____ n+._________+•_•,BNGWGRSfMhIUWlGL10.'WPSWSXEGWE 'EDVGV..0 ------------ ` ' SEYISRNGAf<ESSIWEPIRM1WGSGN, x1.EXSRNGGfMIISPWf. 0S MGIROGAE%GPO TOBEP.` W.EIliNIGKPIIHF &IAGMSIOBE G.nW PLW V6E5WEGRINTGN MGNIXESIIESUFVEY • _ti aw ,nk� AEASIWGPUHIFRW.W. xSff.EFN.MF140wM5PoVtNTXX%IYC0.WAElE flEMGY+O.GECGWEGTPLLOFMM:E5.5EE FY➢AaEGBY YJ"9ELNVSNMWA.WIFD MYI. { lo. o]sruromncPElEsraGP. aPlAa xoa ui xmx II.FGShVGA3PMALT3RFEFPANHG. x651L4:'A0.'ESSIWEPA9gAG YFMGEwPEpAOFD. 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AIA W'al'tl I II Q ry W J O m LU V Q J c) Z Z) O w n n r� BUNKER LAKE BOULEVARD NW u _ ZD xOTF:00.5E00 Lco' ADDMON & REMODEL i 19sss RGWm LMwwwxW A 1A134LM I rELvqR6]IaMaao � NIEP,WIEO S.MILLONO WERUY PPRNIrvOLOT I GRACELLImV WcRuRcx IussROGxoIA%FBLwxx '�_ eA --- -- EXISTING - -- b ___ PARKING SNFETmIE 0-� LOT 1sB VAwaxc ADDITION 161 9-0 �b ADD ,ION ADDITION o y () Z. =EXISTING BUILDING 50� � GRACE LUTHERAN CHURCH 13655 ROUND LAKE BOULEVARD ------------ u _ ZD E%IsnxG� ____ ___ _ Exao�P suRE PLAYGRWNO El/� i�a'� +� C%I---� V 136TH LANE NW ® r ----------------------------------------- SITE ---------------- ---- --- -- SITE PLAN 1=IDtl T - c BUSCH 310FOURINAVENUESOM SUIIEIWG MWNFAPOUSNNNESOTAVA13 mE - 6IU33.Ye19 KCBUSCH@BUSCN CHITECTS.COM "USULTAM BID SET CFAMCAnON MSNAa.:Rou,oLM� w1��'r(W,,.wnAwnLc uwuuw�Mm l_ 21� xOTF:00.5E00 Lco' ADDMON & REMODEL i 19sss RGWm LMwwwxW A 1A134LM I rELvqR6]IaMaao � NIEP,WIEO S.MILLONO WERUY PPRNIrvOLOT I GRACELLImV WcRuRcx IussROGxoIA%FBLwxx '�_ ASwxE¢"asnw --- -- EXISTING - -- 4 ___ PARKING SNFETmIE LOT 1sB VAwaxc �b o Z. 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WAS p aeN fa uYd/Nsz Lead nue an y., POPPY setNllNed mm adopted b]y ALTA.d NSPB..d "'11 . I. 2 A 4, A ](.a 7(b)(1).8e9.l9 19,(20224 13 m Table A Mareo° The flYtlxotk xx ampe4d . Defend Mr. 2]M day 2022 1, NSWOE MD SVRVEtt40. LL so. Bl: •:�y as d Ghee P. Nn�ua x> Naw '•,QnN�,.0 ATA%NSPSL S)TIRESURIE FOR: CRoICELUTHERAN CHURCH ]3633RPYndGeke BOY/eve/0, Mdore� MN 11SUNDEOld N .mwne•o LAND STMVHYN'O ca1�-aa 6a eN+o-ee+l lu 40 0 JO 60 ]w� tl G ® ]e«w OPAnster. MIe.eII m $CALF IN _ PEET rXAaaW/An 'de"D 1 Of 1 kC 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 City Council M CC: Jim Dickinson, City Adminis A FROM: Joe Janish, Community Developm t rector R SUBJECT: Consider a Preliminary Plat for the thir base of the Petersen Farms development, which will be known as Legacy at Petersen Farms. (Applicant — JD Andover Holdings) - Planning DATE: August 15, 2023 INTRODUCTION The City Council is requested to review a Preliminary Plat for Legacy at Petersen Farms. This is the third phase of a planned multi -phase development. As part of the development of this phase the applicant will also construct the connection to County Road 7 at 170'h Ave NW. Conformance with Local Plans and Ordinances 1. The property is not located in the Metropolitan Urban Service Area (MUSA). 2. The property is part of a Planned Unit Development. Street Access Public street access to Legacy at Petersen Farms would be provided from 165th Ave NW through a previous phase (Inca Street NW). A new access at 1701h Avenue NW and County Road 7 (Yellow) will be constructed as part of this phase. A possible connection to a potential round about is also available if the round about is constructed (Orange). The PUD allows the roadways to be 27 feet of pavement and 18 inch ribbon curb on each side of the roadway, for a total street width of 30 feet. Makah Street NW exceeds 500 feet and includes a permanent emergency access for emergency vehicles (Red). Oneida is a temporary cul de sac that exceeds 500 feet and the Fire Department is requesting an emergency access (Orange). Access at CR 7 & 170' Ave NW • Possible Future Round about Extension Location of Requested Emergency • Makah— permanent Emergency Access • Access through previous phases Emergency Access for Future Phases The applicant is providing for an emergency access easement as part of the Vehicle Maintenance Access (VMA). This particular emergency access easement was noted as part of the PUD review by City Council. The applicant is providing the easement at this time for possible future development. Emergency Vehicle Access Easement Anoka County Highway Department (ACRD) Anoka County Highway Department is in process of reviewing the improvements for the development that will be located within the County right of way. Anoka County Highway Department has also received funding for the eastern most round about depicted with funding in 2026 to 2027. The construction of the western round about is unknown at this time. Sewer and Water Access City Water and Sewer are not expected to serve the area as the property is located a significant distance from the MUSA. Each individual property will be serviced by private septic systems and private wells. Lower Rum River Watershed Management Organization (LRRWMO) The City of Andover continues to have correspondence with the LRRWMO and the applicant has submitted their permit(s). Coordination with other Agencies The developer and/or owner are responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, LRRWMO, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. Tree Preservation/Landscaping As part of the preliminary plat the applicant has provided a tree preservation plan. As part of the PUD the applicant(s) for homes will be required to provide a tree preservation plan for each lot as the building permits are being requested. Trees will be removed as part of the development. The applicant has also provided a requirement for each lot to meet a set standard for landscaping requirements noting three trees from a list will need to be planted with the exception of some wooded lots. Park and Recreation Commission Recommendation The Park and Recreation Commission is recommending cash in lieu of land and the HOA would own and maintain the open space and trails. This is the same as the past phases. Lots As presented 32 lots meet the minimum lot width, depth and area requirements of the PUD as approved by the City of Andover City Council. Lot 1, Block 2 at this time is shown to be under the 1 acre of upland. The applicant has indicated that they are able to meet the one acre of upland on this lot with a slight adjustment and is not seeking to make a change to the PUD. Minimum lot size requirements are as follows: Lot size: 1.5 acre Lot width: 100 feet Lot depth: 150 feet Lots 4 and 5 follow the PUD criteria and have been granted the ability to be under the one acre of upland through the PUD process. 0 Public Hearing Notice Properties within 700 feet of the project received legal notices by mail. A notice was published in the Anoka County Union Herald. City staff also placed three signs at the property to draw attention to the project. PLANNING COMMISSION RECOMMENDATION The Planning and Zoning Commission held a public hearing on August 8, 2023. The meeting can be found at this location: Andover Planning Commission 08-08-2023 (gctv.org) Comments received by the general public as part of the public hearing: • Concerned with the PUD granted. It opens the gates too wide. • Resident had the opportunity to review plans and is glad the roadway to CR 7 is included. • Would like to see the "pause" button pushed until the eastern round about is constructed. • Continue to look at the big picture and struggle to see how the development is pieced together. • Hoping this development doesn't set the standards for future development. • Majority of density is in phase 2 and 3. • 30 foot front yard setback is too close. • Parking is a problem on narrow roadways, and concerned about safety. • Trails are not yet connected to Martins Meadows. • Concerns with how the development are being marketed, some residents believe items that are not available yet are currently available, such as trails. • Aware of two wells testing too high in nitrates. • Will this development stress our aquifers? • Lots are too narrow, with many steep grades impacting decks. • What is on paper looks different when seen in reality. • Many items waived in this development. • Emergency Access from future 170a' Avenue NW impacts phase 3, applicant has provided an easement at this time. • There are two different types of gates. A narrow gate and wide gate. Wide gates lead to distractions and destruction. A narrow gate allows one to maintain control. • Keeping the gate narrow will allow the area to remain rural and natural. • Disagrees that CR 7 is only 60% utilized based on their personal struggle to get out of their driveway and onto CR 7. • Not sure if emergency vehicles could get in and out of emergency access during rush hour traffic. • Many accidents in the area, including fatalities over the years. • Fog issues on the roadway, make it difficult at rimes. • Roadway widths should go bigger vs. smaller. • Construction traffic makes it difficult to get through and no parking is not enforced. • Many lots have sloped backyards. • Safety from the traffic standpoint. • Go out and watch traffic on CR 7 in this area during rush hour you may take a longer and harder look at whether this should be approved or not. • Numerus deer hits just north of proposed 170a' connection. • Traffic concerns. • Wondering how existing wetlands will be impacted to the north of the project. • What improvements will be at the intersection of the 170th Ave NW? • What will be done about the "hill' on CR 7 around 170th Ave NW? • Speed on CR 7 is excessive and round about needs to be sooner than later. • Construction parking impacts local traffic on city roads. • Think ahead and take into account how future stormwater will drain. • How will 1 acre lots impact adjacent property values? • Traffic can cause a person to wait 5 minutes with a trailer to enter onto CR 7. Planning and Zoning Commission comments/discussion: • Clarification on one lot not conforming to PUD and if it is able to become conforming to PUD. • What is the confidence level of the roadway to CR 7 is able to be built? • Why not process the IUP with the Preliminary Plat? • What is the process for the future round about and will Anoka County have open houses? • Does the applicant know about the wells that failed and what happened? • Impact on neighboring property values. • Packet shows on emergency access location overlapping VMA area. • What can be done about parking on the street and impacts to local traffic due to parking on the street? • Encourage residents to bring concerns about CR 7 to the County. • Contact police when parking issues arise. • Traffic is a problem today, this development hasn't created the problem. • Can storm water can not be redirected to other locations? • What should residents do when stormwater comes onto the property when it hasn't in the past. • We can stop our neighbors from doing something that city code allows them to do. • Unfortunately, to have control over a parcel of property, one needs to own it. • Throughout the process what has been the variances granted towards this project. • The applicant has provided the secondary roadway access, provides for the possible future emergency access, and follows the PUD guidelines. ACTION REQUESTED The Planning and Zoning Commission has recommend approval (5 -ayes, 1 -nay, 1 absent) to the City Council. City staff has prepared two draft resolutions; one for approval and one for denial. The City Council is requested to consider the recommendation by the Planning and Zoning Commission of approval. Attachments Resolution of Approval 8 Resolution of Denial .12 Staff Comments including Engineering, dated July 24, 2023. .16 Copy of Public Hearing Notice .23 Preliminary Plat Set .28 Respectfully Submitted, Joe Janish Community Development Director CC: - Jason Osberg, Metrowide Development, 15356 Yukon St. NW, Andover, MN 55304 - Darren Lazan, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 — (Email) - Kevin Shay, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 — (Email) - Keith Petersen, 3084 Kahlberg Ct NE, St. Michael, MN 55376 7 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Legacy at Petersen Farms" FOR PROPERTY LEGALLY DESCRIBED AS; The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. Except that part of said South Half of the Southwest Quarter described as follows; Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet to the Point of Beginning of the property to be described; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20 seconds East along said right of way line, a distance of 17.47 feet; thence easterly along said right of way line and also along a tangential curve, concave to the south, said curve having a radius of 1152.20 feet and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of 249.94 feet; thence North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and along said right of way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59 seconds West a distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a distance of 228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 267.85 feet to the Point of Beginning. Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and northeasterly of a line described as follows: Commencing at the southeast corner of said South Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet to the Point of Beginning of the property to be described; thence northwesterly a distance of 250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes 00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of 417.52 feet to a point on the North line of said South Half of the Southwest Quarter, distant 563.74 feet west of the northeast corner of said South Half of the Southwest Quarter and there terminating. Also Excepting that part of said South Half of the Southwest Quarter described as Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 89 degrees 46 minutes 20 seconds West along said right of way line a distance of 690.75 feet to the point of beginning of the property to be described; thence North 00 degrees 13 minutes 54 seconds West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46 seconds East a distance of 313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a distance of 266.17 feet; thence northeasterly 59.30 feet along a non-tangential curve concave to the southeast having a radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18 seconds and a chord bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47 degrees 40 minutes 36 seconds East, tangent to last described curve a distance of 173.75 feet; thence North 42 degrees 54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38 minutes 14 seconds West 443.22 feet; thence southwesterly 242.80 feet along a non-tangential curve concave to the west having a radius of 855.00 feet and a central angle of 16 degrees 16 minutes 15 seconds and a chord bearing of South 21 degrees 46 minutes 39 seconds West; thence North 60 degrees 05 minutes 13 seconds West, not tangent to last described curve, a distance of 50.00 feet; thence South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence southwesterly a distance 116.04 feet along a tangential curve concave to the west having a radius of 275.00 feet and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees 15 minutes 24 seconds West, not tangent to last described curve, a distance of 527.74 feet; thence North 09 degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45 degrees 52 minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said South Half of the Southwest Quarter, said point being 2213.14 feet west of said northeast corner of the South Half of the Southwest Quarter as measured along the North line of said South Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north line of said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 435.62 feet; thence southerly a distance of 189.16 feet along said right of way and a tangential curve to the left with a radius of 1032.20 feet and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of 918.79 feet along said right of way and a tangential compound curve to the left with a radius of 758.53 feet and a central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16 feet along said right of way and a tangential compound curve to the left with a radius of 1032.20 feet and central angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes 20 seconds East tangent to last described curve and along said right of way line a distance of 402.65 feet to the Point of Beginning. Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7, Township 32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. AND M The North Half of the Southwest Quarter of Section 7, Township 32, Range 24. Except that part of said North Half of the Southwest Quarter described as follows: Beginning at the southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West, assumed bearing, along the south line of said North Half of the Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet; thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79 degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37 minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52 seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning. Also except that part of said North Half of the Southwest Quarter described as follows: Commencing at the southeast corner of said North Half of the Southwest Quarter thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of 410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80 feet, thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69 degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12 minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46 seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93 feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58 minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the South line of said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15 seconds East a distance of 569.33 to the Point of Beginning. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary plat for Legacy at Petersen Farms; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and 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 Preliminary Plat of Legacy at Petersen Farms with the following conditions: 1. City of Andover staff comments dated July 24, 2023 including attachments, Lower Rum River Watershed Management Organization comments, and Anoka County Highway Department comments shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. Temporary cul-de-sac easement(s) shall be provided. Separate documents shall be required for each temporary cul-de-sac easement on each lot, to be recorded with the final plat. 4. Vehicle Maintenance Access (VMA) Easements shall be provided. Separate documents shall be required for each VMA on each lot, to be recorded with the final plat. 5. Emergency Vehicle Access Easements shall be provided. Separate documents for each location shall be required, to be recorded with the final plat. 6. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 7. Future lots shall be platted. 8. Any CR 7 improvements shall be constructed as approved by Anoka County Highway Department. Adopted by the City Council of the City of Andover this 151 day of Aust, 2023. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor 11 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "Legacy at Petersen Farms" FOR PROPERTY LEGALLY DESCRIBED AS; The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. Except that part of said South Half of the Southwest Quarter described as follows; Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet to the Point of Beginning of the property to be described; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20 seconds East along said right of way line, a distance of 17.47 feet; thence easterly along said right of way line and also along a tangential curve, concave to the south, said curve having a radius of 1152.20 feet and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of 249.94 feet; thence North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and along said right of way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59 seconds West a distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a distance of 228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 267.85 feet to the Point of Beginning. Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and northeasterly of a line described as follows: Commencing at the southeast comer of said South Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet to the Point of Beginning of the property to be described; thence northwesterly a distance of 250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes 00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of 417.52 feet to a point on the North line of said South Half of the Southwest Quarter, distant 563.74 feet west of the northeast corner of said South Half of the Southwest Quarter and there terminating. Also Excepting that part of said South Half of the Southwest Quarter described as Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter 12 of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 89 degrees 46 minutes 20 seconds West along said right of way line a distance of 690.75 feet to the point of beginning of the property to be described; thence North 00 degrees 13 minutes 54 seconds West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46 seconds East a distance of 313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a distance of 266.17 feet; thence northeasterly 59.30 feet along a non-tangential curve concave to the southeast having a radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18 seconds and a chord bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47 degrees 40 minutes 36 seconds East, tangent to last described curve a distance of 173.75 feet; thence North 42 degrees 54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38 minutes 14 seconds West 443.22 feet; thence southwesterly 242.80 feet along a non-tangential curve concave to the west having a radius of 855.00 feet and a central angle of 16 degrees 16 minutes 15 seconds and a chord bearing of South 21 degrees 46 minutes 39 seconds West; thence North 60 degrees 05 minutes 13 seconds West, not tangent to last described curve, a distance of 50.00 feet; thence South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence southwesterly a distance 116.04 feet along a tangential curve concave to the west having a radius of 275.00 feet and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees 15 minutes 24 seconds West, not tangent to last described curve, a distance of 527.74 feet; thence North 09 degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45 degrees 52 minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said South Half of the Southwest Quarter, said point being 2213.14 feet west of said northeast corner of the South Half of the Southwest Quarter as measured along the North line of said South Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north line of said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 435.62 feet; thence southerly a distance of 189.16 feet along said right of way and a tangential curve to the left with a radius of 1032.20 feet and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of 918.79 feet along said right of way and a tangential compound curve to the left with a radius of 758.53 feet and a central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16 feet along said right of way and a tangential compound curve to the left with a radius of 1032.20 feet and central angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes 20 seconds East tangent to last described curve and along said right of way line a distance of 402.65 feet to the Point of Beginning. Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7, Township 32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. 13 The North Half of the Southwest Quarter of Section 7, Township 32, Range 24. Except that part of said North Half of the Southwest Quarter described as follows: Beginning at the southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West, assumed bearing, along the south line of said North Half of the Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet; thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79 degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37 minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52 seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning. Also except that part of said North Half of the Southwest Quarter described as follows: Commencing at the southeast corner of said North Half of the Southwest Quarter thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of 410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80 feet, thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69 degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12 minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46 seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93 feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58 minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the South line of said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15 seconds East a distance of 569.33 to the Point of Beginning. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary plat for Legacy at Petersen Farms; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and 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 Preliminary Plat of 14 Legacy at Petersen Farms due to the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover this 15' day of Aueust, 2023. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER Sheri Bukkila, Mayor 15 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Darren Lazan, LANDFORM President FROM: Joe Janish, Community Development Director SUBJECT: Review #4 - Comments for Legacy at Petersen Farms Preliminary Plat Review DATE: July 24, 2023 Engineering Department Engineering Department comments are attached Fire Department • Emergency access shall be provided to the Oneida cul de sac. • Future eastern extension of 170' Avenue NW exceeds the City Standard of 500 feet. This will require an emergency access. Building Department • New soil borings for septic are needed for the following lots, as the locations have changed from original soil borings: o Lot 7 Block 1 o Lot 9 Block 1 o Lot 6 Block 3 o Lot 6 Block 4 Planning Department 401. Sheet C0.4 Lot Area Table shows Lot 1 Block 2 with upland of 0.84. Adjustments will need to be made or a PUD Amendment will need to be applied for this lot. Review 3 had shown this lot as 1.01 acres of upland. 402. Lot information (size) is needed for Exception lot. This is the existing home on the property. The lot needs to be 2.5 acres in size. 403. Sheet C.05 Verify the extent of Anoka County ROW Plat No. 4 and adjust lot lines accordingly. 404. Sheet C.05 wells for exception parcel. Do they meet MN Department of Health Setback requirements from property lines? If not they will need to be correctly handled (sealed, moved, etc.) 405. Sheet C.05 Drainage and utility Easement on Block 4 appear to be off as they point to the usable yard area. This occurs anytime Block 4 is shown. Please correct in all appropriate areas, and sheets. 406. Sheet C0.7 Show setbacks for storage structures and silo. 407. Will an Emergency Access Easement be provided to possibly allow for a longer extension (over 500 feet) of future cul de sac? As noted at the City Council meeting consideration of this access should be in place today as it may impact the future development of a cul de sac longer than 500 feet. 1(p 408. Sheet C1.2 indicates silo to remain, however no setback is provided to determine if it is conforming to setbacks. Setback is needed. 409. Sheet C2.3 outlot includes the note with an arrow "Denotes Drainfield Typ" however no drainfield is shown on the outlot. 410. Sheet C3.0 and others Lots currently not being platted are showing drainfields within floodplain, which will be located in a future drainage and utility easement. These drainfields need to be adjusted to be outside of the future drainage and utility easements. 411. Sheet C3.OA shows incorrect information for the following: • Lot 9 Block 1: Driveway Grade of 9.4% (over 8% allowed) and Anticipated lowest Floor Elevations when compared to correlating sheets. • Lot 4 Block 2: Driveway Grade of 8.0% when compared to drawings, which shows 7.1 % 412. Sheet C3.7 shows a cul de sac of approximately 730 in the "future" which is longer than 500 feet permitted by City Code. Fire has commented in the past that an emergency access would be required, and City Council indicated accommodations should be considered at this time for future development needs and requirements. In order to pursue a cul de sac of this length a deviation would need to be requested as part of a future PUD Amendment, and approved by City Council. 413. Future building locations will need 1 acre of upland, and septic sites will need to be locate outside of the drainage and utility easements in undisturbed areas. Please keep in mind the City will require easements over the back to back event areas. 414. Easement documents related to Quapaw Street NW and 170a' Avenue NW shall be provided prior to any grading activities of the roadways or phase 3. Miscellaneous 118. An IUP would be required for stockpiles, prior to the start of stockpiling. Kept for tracking. 119. Verify the limits of Anoka County ROW Plat #4 and modify the plat drawings accordingly. 120. Please ensure that septic sites are not located in VMA's or easements or floodplain areas, including in future development. 121. Additional comments pending further review. Please note that it is a requirement that the Developer responds to each of these items in writing when re -submitting the revised plat to the City. A digital copy will be emailed to you so that so that you can type responses below the original comments. If you should have any questions, please contact meat i.janish c@andovernm.gov or 763-767-5140. 17 1685 CROSSTOWN BOULEVARD FAX (763) MEMOMIKAPOM N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 755-8923 • WWW.ANDOVERMN.GOV TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: July 20, 2023 REFERENCE: Legacy at Petersen Farms / Grading, Drainage & Erosion Control Plan / Review #4 The following comments are regarding Review #4: 1. (Review #1) Need to obtain the necessarypennits from the DNR, US Army Corps of Engineers, LRRWMO, MPCA and any other agency interested in the site. Noted Comment keptfor tracking. 2. (Review #1) Provide AutoCAD (dwg) drawings to the City for the final plat, and all construction drawings including the grading plan. Noted Comment kept for tracking. 3. (Review #1) As-builts for all utilities constructed will be required upon project completion. Coordinate format and page numbering with City Engineering Department prior to submitting as- builts. Noted Comment keptfor tracking. 4. (Review #1) Need to provide separate long-term maintenance agreements that will be recorded with each property for the infiltration basin maintenance. Noted Comment keptfor tracking. 5. An IUP will be required for the proposed stockpile that is planned north of 170th Avenue. 6. All Plan Sheets: Verify drainage and utility easements are accurate based upon any potential revised basin HWL's with included comments or other revisions. 7. All Plan Sheets: Include license # for design engineer in title block certification. 8. Sheets C0.5 -C0.11: Label building setback lines in Prelim Plat sheets and Site plan sheets. Freeze setback lines in all other plan sheets for clarity of other lines and notes. 9. (Review #2) Sheet C0.5 & all applicable sheets: Along the west side of Makah Street north of the cul de sac and along the east side of Oneida Street north of the cul de sac, easement shall be dedicated for drainage and utilities consistent with the rest of the plat. Response stated easement outside ofplat will be provided once alignment and boundary issues resolved Easements outside of theplat boundary must be recorded with Anoka Countyprior to construction activity beginning for this phase. 10. Sheet C0.5, C2.1, C3.1, C4.1 & all applicable sheets: Provide 20' wide (minimum) D&UE in rear of Lots 7 & 8, Block 4 for EOF for Pond 21P. 11. Sheet C0.7 & all applicable sheets: Provide D&UE for Outlot B. Could provide blanket D&UE over entire lot, however, then a portion would need to be vacated if/when Outlot B becomes a buildable lot. Also show potential drain field location for septic system so it is protected. 12. Sheet C0.7 & all applicable sheets: The Oneida Street cul de sac can be left as is, or the City would accept an 80' diameter temporary cul de sac. If/when Outlot B is developed, the temporary CDS would need to be removed and extended to the south line of Outlot B. Alternatively, if a loop between Oneida St and Makah St is considered as mentioned by the developer, Oneida St CDS would also be removed. 13. Sheet C0.9 & all applicable sheets: Identify a 50' wide Trail and D&UE on Outlot A that would extend from the currently shown wood chip trail northwest to the plat boundary on the chance a fixture 170th Avenue cul de sac is constructed and either a secondary emergency vehicle access or wood chip trail connection is desired. 50' wide easement allows for some flexibility in the fixture, excess if any could be vacated at a fixture date. Also recommend providing 30' easement from new connection for aforementioned easement south to 166th Avenue for same reason if secondary emergency vehicle access is ever desired or required in future phases. This would have impacts to 18 proposed pond grading contours adjacent to 166h Avenue, and accommodations now would be prudent to preserve this option for a fixture date. Refer to additional Planning Dept comments regarding this topic. 14. Sheets C2.0, C2.7, C3.0, C3.7, C4.0 & C4.7: Draw a box around the extension of 1701 Avenue to the east and add a note stating "Potential Conceptual Future Layout (stormwater design and floodplain fill / mitigation calculations incorporated into this phases design)." It should be noted that inclusion of this conceptual layout does not include approval of this concept as the cul de sac length exceeds City Code requirements of 500' maximum nor is there any consideration of a secondary emergency access provided to this extension. 15. Sheet C2.2: Label 20' paved width for emergency vehicle access. 16. Sheet C2.3, C2.4: Can remove "trail" from the easement description on Oneida Street and 1661i Ave. Only location "Trail" easements are required are along the woodchip trail alignment, not along the streets. 17. Sheet C2.6: Label drainage & utility easement along Quapaw Street. 18. Sheet C2.7 & C6.10: Label 35' radii at 17011 Ave/Roanoke St intersection. 19. Sheet C3.OA: Refer to redlined Lot Tabulation for multiple inconsistentencies with the plans. Update HWL column based upon Review 94 comments and updated stormwater model and verify that 2' separation from low floor to HWL remains and/or update mounding calculations with revised basin HWL's. 20. Sheet C3.OA & all applicable sheets: Review and revise mounding calculation plots. Majority of plots on charts have distance from pond and depth to HAWL that differ from the plans. Low floors may still work, but calculations / charts need to be verified and corrected. 21. (Review #3) Sheets C3.1 -C3.9 & C4.1-04.10: Per the City's Stormwater Management Plan, an EOF must be provided at the 100 -Year HWL for all non -landlocked basins. Several ponds/basins do not meet this criteria. Provide an EOF at the HWL, either with an OCS, overland, or other design. Response stated that 1' freeboard from HWL provided for all roadway lowpoints, which is required However, an EOFmust also be provided for each basin at the design HWL per the City's Stormwater ManagementPlan. Muhiple low areas do notprovide EOF's at the HHE Modifkadons are required, which may include construction of an OCS structure or revised grading. IfEOF at HWL is notphysically feasible, engineering will review on a case by case basis. Speci* locations called out in subsequentgrading plan and/or storm sewer plan comments, namely the equalizer culvertsplanned between larger wetland basins 22. Sheets C3.1 -C3.9: General comment, in locations where basin EOF is overland, provide a detail of the stabilized EOF with elevations and Enkamat or rip rap. Refer to Meadows at Peterson Farm for example. Minimum width of base of EOF at HWL should be 10', unless modeled wider in Hydrocad models. 23. Sheet C3.1: For Basin 21 P, outlet pipes do not meet 15" inlet and 18" outlet from OCS minimums for structure to be the EOF. However, an overland EOF is provided for 21P in the rear of L7134. Revise elevation of this EOF to 885.74 (HWL for Basin 21P). Provide 20' wide D&UE per previous comment along EOF alignment. Delete EOF callout near the OCS structure. 24. Sheet C3.1: Add asterisk (*) and note by Ex. OCS 1203 rim elevations with note "*See C4.1 for proposed elevations" so it is clear on this sheet those aren't the final rim elevations. 25. Sheet C3.1: Provide stabilized overland EOF detail for Basins 31P, 21.4P and 21P. 26. (Review #3) Sheet C3.2: Modify Basin 61P so it is not an infiltration basin. This basin is outside of the plat boundary and dedicated D&UE so there is no ability to maintain this basin without going onto private property. Not done Delete "Infiltration "from low area label in phms Can still include ogiihration in stormwater model, though do not identify this as an infiltration basin as there is no D& UE over basin for maintenance 27. Sheet C3.2 (Review #3): Identify elevation of EOF for Basin 61P. Update HWL based upon hydrology comments. Label location and elevation in plans Response stated EOF elevation is 891.7 to south, but elevation is not identified in plasm 28. Sheet C3.2: Show location and label EOF for Wetland 6 (63P). Per model, it's 878.70. 29. Sheet C3.2: Revise EOF elevation for Basin 64.2P to be consistent with Hydrocad model of 887.44. Include arrow around EOF text consistent with other EOF locations. 30. Sheet C3.3: For Basin 24.2P, extend the 884 contour line firrther north and identify EOF at 884.0 to northwest. Also bump out the 884 contour for the house pad to ensure EOF is channelized north and not into rear yard. Update same basin HVL with hydrology comments. 31. Sheet C3.4: Revise design and shape of Basin 21.5P. If basin is expanded on south end, the entire lot is more 49 2 useable for the future owner as D&UE would be revised. Still need a 1 % minimum swale from house pad, but if it's above the basin HWL it would not be encumbered by a D&UE. This is a suggestion not a requirement. 32. Sheet C3.4: Provide stabilized overland EOF detail for Basin 21.2P & 21.3P. 33. Sheet C3.4: Revise lot grading for Ll & L2, Bl so the EOF for Basin 21.3P is at the basin HWL elevation. Likely need to slide the pad for L1B1 east to achieve this. 34. Sheet C3.4: Revise Wetland 4 (22P) EOF elevation to 878.50 so it's consistent with Hydrocad model. 35. Sheet C3.5: Is there any flexibility to move the drain fields for L9B1 & L10B1 north? Very limited space behind house pads, impacting potential for a pool, shed, etc close to the house. Suggestion not requirement. 36. Sheet C3.5: Provide stabilized overland EOF detail for Basin 24.1P and if possible for Wetland SA (not sure how this would work across woodchip trail unless the EOF goes north). 37. Sheet C3.5: Review shape of Basin 24.1P on the north end, could wrap around north side of Wetland 5A. As designed, the D&UE for this basin, coupled with the location of the septic drain field, will somewhat hinder access and options/usability of north half of L9B1. 38. Sheet C3.5: Extend the vehicle maintenance access (VMA) further north to the culvert outlets for Wetland 5A. 39. Sheet C3.5: Show HWL outline for Wetland 5A (24wP). Not clear if HWL is contained within the wetland, or does it spill north to the northeast around 880.51? Wetland 5A HWL doesn't match Hydrocad model. 40. Sheet C3.6: Check the bottom elevation label for Wetland 1(64P), listed as 877.5 in Hydrocad model. 41. Sheet C3.6: Provide stabilized overland EOF detail for Basin 72P as OCS rim elevation for outlet will be too high for structure to be buildable. 42. Sheet C3.6: Label the infiltration shelf and revise leader for Pond 72P labels to pool location. 43. Sheet C3.6 & C3.7: Review all proposed future pad "stockpiles" for 1 acre of upland above the flood plain B elevation, as flood plain B is what is used for D&UE boundary. 44. Sheet C3.6: For future lot "stockpile" locations, future septic fields are depicted with the flood plain B boundary, which will be encumbered by a D&UE. If no other option is available on the lot, the City will allow an encroachment agreement to be entered into (by the developer during the plat process) allowing the drain fields to be above flood plain A but within flood plain B. This situation will happen on the two southern lots on the east side of Quapaw Street on this sheet. 45. Sheet C3.6: Revise contours and provide stabilized EOF for Pond 74P to the east. Set EOF at basin HWL. 46. Sheet C3.6: Revise EOF elevation in ditch on west side of Quapaw St near top of sheet to be 880.7 1, which is the HWL for Pond 71 further north. 47. Sheet C3.6: Revise contours for culvert between Wetland 1 (64P) and Wetland 3 (66sP) to daylight. 48. Sheet C3.6, C3.7 &all applicable sheets: Correct Wetland 3 labels from (66P) to (66sP). 49. Sheet C3.7: Label the infiltration shelf and revise leader for Pond 75P labels to pool location. 50. Sheet C3.7: Revise Wetland 2 (73P) HWL to match Hydrocad model of 880.75. 51. Sheet C3.7 & C4.7: Provide stabilized overland EOF detail for Basin 73P & 75P as OCS rim elevation (at HWL) for outlet on 75P will be too low for structure to be buildable. For Wetland 2 (73P), the Hydrocad model has this EOF at 880.10 and 10' wide, so it will discharge below the HWL. 52. Sheet C3.7: For the future extension of 170'h Ave, show 4:1 slopes for contours and show rip rap on both ends of the culvert as this will likely be an equalization pipe. 53. Sheet C3.7: Label Pond 73dP, and identify EOF at elevation 888.51 to east in ditch. 54. Sheet C3.7: Revise HWL for Pond 76P to 883.42 to match Hydrology model. Review Review EOF for same basin, appears might not work as shown between future lot pads / stockpile location. Would work best at the east end of the ditch, profile stabilized EOF detail. 55. Sheet C3.7: Label Wetland 3 (66nP) north of future 170'' Ave extension and Wetland 3 (65P) on page bottom. 56. Sheet C3.8: If any revisions to flood plain fill areas, update calculations. Add under "Proposed Impacts", "Floodplain A (Below 878.3) = 0 CT' to clarify that no fill is proposed within Flood Plain A with this phase. 57. Sheet C3.8: Add note to Flood Plain A ........ 5,460 CY (Below FPA to 876.0**)." Then add note below mitigation table stating "**876.0 is the OHWL for DNR 2-87W and also the "Highest Anticipated Ground Water Level" (HAWL) within the plat boundary per Braun Intertec analysis dated 11/28/22." 58. Sheets C4.0 - C4.10: Carry out all storm sewer pipe grades to two decimal places, verify with Hydrocad model. 59. Sheet C4.1: Revise OCS 1203 to say "Raise SOUTHWEST inlet to...." 2 0 60. Sheet C4.1: For Basin 21.5P, add OCS with rim at basin HWL. Outlet one pipe size greater than inlet pipe. 61. Sheet C4.2: For OCS 106, 48" structure will work vs 60". Correct pipe grades to match Hydrocad model. 62. Sheet C4.3 & C4.8 (Review #3): Review outlet configuration for Basin 64.3P, it does not appear to be buildable. Basin HWL does not match Hydrocad model. OCS was removed from plans, however, it is required to provide an EOF at the HWL. Review 3 comment was in relation to modifying the pipe elevations so the structure could be built Include OCS at this outlet with EOF at HWL 63. Sheet C4.3 & C4.8: For Basin 24.3P, concern with EOF overtopping road and casting as basin outlet prone to plugging. Move OCS from north side of 166th Ave to south side in Basin 24.3P. Install short inlet pipe into OCS, with outlet pipe (one pipe size larger than inlet) discharging directly into Pond 241P. Basin 24.2P outlet can be a normal culvert (model size in Hydrocad) with EOF to north around 884.0. Revise storm sewer profiles and basin HWL's accordingly. 64. Sheet C4.6 & C4.9: Outlet configuration for Pond 72P is not buildable (top of pipe higher than proposed rim elevation). Raise rim elevation for OCS 128 (can be manhole casting) and provide a separate stabilized EOF to Wetland 1 at the basin HWL. Label the FES on the inlet pipe with elevation. 65. Sheet C4.6: Stormwater flows from FES 124 to FES 125 in most situations, reverse pipe grade, similar to pipe under future 170 Ave extension. Culvert length likely needs to be extended so it daylights at both ends. Keep the note "EOF via culvert 'pointing southwest as ULTIMATELY that is the EOF for the basins to the north above the 2-100 Year B-B events. 66. Sheet C4.7 & C4.10: Outlet configuration for Pond 75P is not buildable (top of pipe higher than proposed rim elevation). Raise rim elevation for OCS 201 (can be manhole casting) and provide a separate stabilized EOF for Pond 75P to Wetland 3. 67. Sheet C4.7 & C4.9: Extend length of culvert between FES 170 and 171 to tie into proposed grading contours. 68. Sheets C4.8-C4.10: Carry thru comments and revise storm sewer profiles per previous comments. Verify all match revised Hydrocad models. 69. Sheet C4.10: Delete note 13 (no longer used). 70. Sheets C6.2, C6.8 & C6.9: Label pink hatch as "Subgrade Excavation." 71. Sheet C6.7: Proposed elevations not showing up in trail profile. Why are there proposed cut and "berm" fill areas in the profile where circled in plans? Show culverts out of Wetland 5A in profile. Add profile for trail to northwest plat boundary per previous comments. 72. Sheet C6.9: For the portion of 170th Ave proposed with this phase, proposed elevations are not showing up in Profile. Vertical curve at station 1+60.23 does not meet design speed (for AD of 5.37%, curve length = 265'). Likely need to flatten out the 4.76% grade to reduce vertical curve length to something that works. Label the grade on east end of this curve. How will profile tie into existing grade there's a 2'+/- gap from existing to proposed grade. Add vertical curve at 0+29.53. As this location is coming up to a stopped condition, a 50' vertical curve would be acceptable in this location only. 73. Sheet C6.9: Likely need to raise Quapaw Street north end to match revisions to 170th Avenue listed above. 74. Sheet C6.10: Label 35' radii at 170th Ave/Quapaw St intersection. Also, only need 12' lanes on Roanoke Street. Widths greater than 12' are acceptable, however, they extend the limits of improvements with tapers. Anoka County will need to review and comment on improvements on County Roads. 75. Sheet C7.1: For Detail 9, add information about necessary concrete footing and bolts for install. 76. Sheet C7.3: In Detail 3, either fill in the table, or add note "See storm sewer plans" on top of the table. 77. Review redlines plans for additional comments and return redlined plans to City with next resubmittal. 78. Additional comments pending further review. The following comments are regarding the Hydrology Report Review #3• 1. (Review #0 Print out the Node Summarytables for each model (north, south, and west) so it can be verified that total areas between existing and proposed models match, and also to compare to the Meadows model. Response and Page I introduction stated there is a L268 acre difference between total area in a stingandproposed models, with excess added toEastmodel in Phase 2 Provide information on where this was added and what, ifany, impacts are associated to Phase 2 with this change HWL'sfor Phase 2 should not increase with ddsphase asD&UE's are taken up to those elevations 2,1 A 2. (Review #3) Appendix I is missing from the report Mounding calculations were submitted under separate cover but shall be included in Appendix I of the report Response stated infoprovided in table on sheet C3 OA. Table only notes iflow floor is based upon AppendixA ofNmeAfde Creek WMO, doesn't show char/s/calcs verifying that lowfloors will work Provide charis/caks mAppendixlofthe drainage report Spot check was made ofseveralmounding calculation plots on the charts and there are differences between plans and charts with distance from pond and depth to HA WLfor multiple lots, Re -check all applicable lotsplotpoints on the charts 3. (Review #3) hi proposed West model, add pond and drainage area for basin on west side of Roanoke Street that flows into 64P. The ultimate EOF is south of the basin west of Roanoke Street at 880+/- as identified in the regional model prepared for this area. Not dons Response comments stated not including this, which was included in the Civil Methods model, would be conservative. Actually the opposite is true, notinchiding the flowfrom west of 7s' into Pond 64P wouldresult in less water (andHWL's) into the site, therebypotendally impacting tail water effects in any basin discharging into 64P, 66sA 66nP, etc. Using informationfrom the regional modelpreparedby OWMethodsfor this basin area, Tc and basin volumes is acceptable As discussed over thephoneprior to these comments, the culvert under 7h is submerged, andflow is west to east until the 2100yearB B storm is exceeded That being the case, modeling backflow is notnecessary as allflow within the 2-100 YearB B event and below wouldflow west to east across 7s Avenue into the site Show tributary area for west of 71 in drainage area maps 4. For all models, incorporate revisions to storm sewer and outlets described in above continents. Make sure plans and model are consistent with anyrevisions made, not all detailed in following hydrology report continents. 5. hi proposed West model for Basin 63P, start routing at basin outlet elevation. 6. (Review #3) hi the proposed West model, the outlet for Pond 64.3P is not buildable based upon rim and invert elevations for OCS. Routing not started at outlet elevation. Model EOF elevation. Update and revise HWUs accordingly. OCS with EOFatHWL needs to stay in pkms See redlines on sheet 04.3 for option In lastreview, westlEoutofOCS was too high which is why it was not buildable asproposed 7. hr proposed West model, Pond 64P should be routed to Pond 66sP. Per the regional model and the fact that the culvert under 7h Ave west of 64P is submerged, 64P actually drains northeast until elevation 880+/- is exceeded (ultimate EOF west of 7" Ave), which is above the 2-100 year B -B storm events. Include culvert outlet from 64P to 66sP in model and start routing for 64P at proposed culvert outlet elevation. Likely need to extend culvert to get to daylight compared to current plan length Culvert under Roanoke St should be included in node for pond west of Roanoke St flowing into 64P. 8. In proposed West model, Pond 65P should be routed to 66sP per maps not 66nP as currently modeled. 9. In proposed West model for Pond 66nP, include culvert under 170'h Avenue extension as there could be reverse flow in events less than the design event—if modeling shows this will not happen, then not necessary to include in model. Likely need to extend this culvert to daylight in 66sP and 66np models. 10. In proposed West model for Pond 72P, start routing at outlet elevation. 11. In proposed West model for Pond 75P, discrepancy in basin bottom from plans to model (877.45 vs 877.5) 12. In proposed West model for Pond 76P, start routing at outlet elevation. 13. In the proposed West model, subcatchment 68s does not show up on the map. Per model drains to Pond 66nP. Show where this subcatchment is on map. 14. In proposed North model for Pond 21.2P, add 18" pipe into model as an outlet in case barrel controls discharge. 15. In proposed North model for Pond 21.5P, add OCS for EOF even if reverse grade inlet pipe doesn't work due to elevation. 16. In proposed North model for Pond 24.2P, outlet should be horizontal not vertical orifice. 17. hr proposed North model for Pond 24.3P, refer to continents above, eliminate casting inlet and incorporate OCS draining directly into Pond 24.1P, not thra 24.2P. Separate outlets for 24.2 and 24.3P. 18. hr proposed North model for Pond 24wP (Wetland 5), review existingtopo. Is HWL contained within the basin or does it flow overland below the design HVL? Mayneed to revise basin elevation/areadata accordingly. 19. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital cony from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or Jason Law, Assistant City Engineer at (763) 767-5130. 2-2, ANLb6V9^ 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV NOTICE OF PUBLIC HEARING CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA The Planning and Zoning Cornrnission of the City of Andover will hold a public hearing at 7:00 p.m., or as soon thereafter as can be heard, on Tuesday, August 8, 2023, at Andover City Hall, 1685 Crosstown Blvd. NW, Andover, to review the following request: Public Hearing: Consider a Preliminary Plat for the third phase of the Petersen Farms development which will be known as Legacy at Petersen Farms. (Applicant — JD Andover Holdings). The public hearing for the Preliminary Plat with the following legal description: The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County, Minnesota. Except that part of said South Half of the Southwest Quarter described as follows; Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet to the Point of Beginning of the property to be described; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20 seconds East along said right of way line, a distance of 17.47 feet; thence easterly along said right of way line and also along a tangential curve, concave to the south, said curve having a radius of 1152.20 feet and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of 249.94 feet; thence North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and along said right of way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59 seconds West a distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a distance of 228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 267.85 feet to the Point of Beginning. Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and northeasterly of a line described as follows: Commencing at the southeast corner of said South Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet to the Point of Beginning of the property to be described; thence northwesterly a distance of 23 250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes 00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of 417.52 feet to a point on the North line of said South Half of the Southwest Quarter, distant 563.74 feet west of the northeast corner of said South Half of the Southwest Quarter and there terminating. Also Excepting that part of said South Half of the Southwest Quarter described as Commencing at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 89 degrees 46 minutes 20 seconds West along said right of way line a distance of 690.75 feet to the point of beginning of the property to be described; thence North 00 degrees 13 minutes 54 seconds West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46 seconds East a distance of 313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a distance of 266.17 feet; thence northeasterly 59.30 feet along a non-tangential curve concave to the southeast having a radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18 seconds and a chord bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47 degrees 40 minutes 36 seconds East, tangent to last described curve a distance of 173.75 feet; thence North 42 degrees 54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38 minutes 14 seconds West 443.22 feet; thence southwesterly 242.80 feet along a non-tangential curve concave to the west having a radius of 855.00 feet and a central angle of 16 degrees 16 minutes 15 seconds and a chord bearing of South 21 degrees 46 minutes 39 seconds West; thence North 60 degrees 05 minutes 13 seconds West, not tangent to last described curve, a distance of 50.00 feet; thence South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence southwesterly a distance 116.04 feet along a tangential curve concave to the west having a radius of 275.00 feet and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees 15 minutes 24 seconds West, not tangent to last described curve, a distance of 527.74 feet; thence North 09 degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45 degrees 52 minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said South Half of the Southwest Quarter, said point being 2213.14 feet west of said northeast corner of the South Half of the Southwest Quarter as measured along the North line of said South Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north line of said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 435.62 feet; thence southerly a distance of 189.16 feet along said right of way and a tangential curve to the left with a radius of 1032.20 feet and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of 918.79 feet along said right of way and a tangential compound curve to the left with a radius of 758.53 feet and a central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16 feet along said right of way and a tangential compound curve to the left with a radius of 1032.20 feet and central angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes 2'i 20 seconds East tangent to last described curve and along said right of way line a distance of 402.65 feet to the Point of Beginning. Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7, Township 32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. M1 The North Half of the Southwest Quarter of Section 7, Township 32, Range 24 Except that part of said North Half of the Southwest Quarter described as follows: Beginning at the southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West, assumed bearing, along the south line of said North Half of the Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet; thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79 degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37 minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52 seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning. Also except that part of said North Half of the Southwest Quarter described as follows: Commencing at the southeast corner of said North Half of the Southwest Quarter thence on an assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of 410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80 feet, thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69 degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12 minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46 seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93 feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58 minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the South line of said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15 seconds East a distance of 569.33 to the Point of Beginning. And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4. The public hearing listed above is to consider a preliminary plat for a third phase of the development (to be known as Legacy at Petersen Farms) which would involve approximately Z's thirty-three single family lots. The site is generally located north of 165th Avenue North, south of 170th Avenue North, east of Roanoke St NW, and west of Inca St NW. There are several ways to participate in this process. You can attend the public hearing, send a letter, or e-mail to be added to the public record. Please send all email comments to publiccomments@andovermn.gov with the subject line "August 8th PZ Meeting" by 2:00 p.m. the day of the meeting. Staff reports summarizing these items will be available prior to the meeting. Please contact Peter Hellegers, City Planner with any questions at (763) 767-5147 or p.hellegers@andovermn.gov vel�4 H Peter Hellegers, City Planner Publication date: July 28, 2023 2CV ANDOVER, MINNESOTA 3 NORTH t NOSCALE LEGACY AT PETERSEN FARMS ANDOVER, MINNESOTA M`NY V .ATM. NIGIM1WYI]LLRE POM RK SIS MET YSTTOFTRUW TYY II, xyM2315%Y•189[06T12 ELNATQN. Mne MAw 199A WTW 6d1 A4NG W.MfY eLCPOttiTFs. F CITY PLANNER DIRECTOR OF PUBLIC WORKSICTTY ENGINEE an EF .00vT.e EnvoFummsA essuvossraNx eoulLVAaN fins DROssTarr 6GMIEveAo IHWv&L MX SiW XIOOYFI(W1553W FEIuxIVEGEes pavo muoxm moLw rFiTTI tunew : 16tR]slo F .R]sul FAY Ati BUILDING OFFICIAL GMS ETIYCFIHWYFR CFNIFPFJM FNFAOY 1645CNSSiGWNBWLLVAAU S. EYFA6RFFx&ro. .N,WVFR NN, 6VW E0ONP.WUS,.IHT0 ICENENE1BFAfEG E.EMU. IEWYS.". .F91nCp TEL TOn:+wguNfaPan+Fn*c+au TEL IRF6u12J m: ]6I.T[5&sz FAx: TO, ELECTRIC TELEPHONE O EOJ3 ENERGY EFNIUMU. 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SUITE 513 MINNEFttIEMN55101 MWNEAFMIS, MN 55101 ML612252M]0 TEL 61225293]0 FPX612b3402E) FW 612252&m CGMACF: FR'C LUDO CORI VARY HUHN LANDSCAPE ARCHITECT 1% Ix LANDFORM 'IX 105 SOUTH FIFTHAVENUE SURE 513 1% MINNEAPOLIS, MX 55101 HR61PR52A3T0 FAx61Zd M2 X.X CONTACT: JPW POPENN SHEETSISSUEDBYDATE NFOSHEEFT ,. INDEX ..... ... x NOTES NEI x INSEi2 x WEE % SES WSETTS WSETB M&RE NS 6 B£MOVNS WDIX % NS&REM UNSET % NS&REMOVALSINSEi2 % NS&REMOVNSINBEi3 % N36 REMON&SINMT6 N56REMDVALS UMHI N56RFMUVALS W6ET6 NSBREMOVNS INSETS NSB REMOVALS WSEiO ROODFUWIWAC's PAN FLM ,MRIG .. SKPPP NOTES % % STORMSENEROVEF4 - %% STOW SEWER FINN INSET I . .. % % STORM SEWTA%AN INSET _. ..... x % STORM SINVER FUN INSET % STORM SPhER PAN INSET A S1ORMSEWER%ANIN TS =Ta N SiORMSEWER%A _. _ . STORM SEWERFIANNSEi1 1% Ix sTORM'Em"ROFLPS 'IX STORMSEWEAN3GFLES 1% STORM SEWFANIOFE( STREETPNOFLEINDFX STREETPROFLESAVFNUEN.W X.X STREET PROFLFS- 1105THA�ENA STREETPROLSTREET NYN. _.__.X ,X %Iy __. 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COO ix I ymd 0 200 400 3� invpswmb,remwemn ewvan•mm.ns�iw •Vwr� u�w�wa••wv.��avµax�... w. as wnub PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M ReMS11slaRses 1053 FIMAvmae Tel: 812-252-8070 Su"513 Far 612-252-90n Minneapol, MN 55401 Web: Ialldforin.net FlUENPME 0002LDFOMtl39.dxg PROJECTNO. 01,17002003 Parm'Tebb Park Table Parcel Tabb Parcel# LAOHbck Area Upland Parow# LoUBlak Area Upland Parcel# LoOEbd Area Upland I 1n 1.55 AB 11 1N 1.95 ON 25 114 1.51 1.W 2 Y1 1.59 149 14 m 1.75 1.W 26 V4 1.66 1.65 3 511 1.50 1.II 15 312 213 1.00 27 m 1.53 1.52 4 41 1.50 0.99 18 412 2.02 1.03 28 414 1.51 A9 5 RI 1.52 0.7$ 17 mods IBB 1.38 29 514 143 All 6 6n 1.79 1.14 18 IN 140 PJ 30 614 1.50 A4 7 711 2.81 In 19 W 140 AI 31 714 1.51 Al 8 W, 2.24 1.17 20 0 140 All 32 814 1.55 1.55 9 WI 2.10 1.72 21 413 140 All 33 914 1.65 1.51 10 inn 1.89 1.53 22 513 IN All 34 W1b1A ION 3.10 11 1111 1.57 1.13 23 68 1.W All 3fi RNl COUNIT RO7 3.15 12 1211 2.68 1.61 24 713 140 All MAIN STREET was TYPICAL LOT DETAIL xosrs3E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (Not to Scale) 1 2 20 Being 10 feet is wiel and a"."ing lot line.. Yale39 OtherWl. shown and 20 feet in width and adjoining right of way lines as shown on the plat. JD ANDOVER HOLDINGS,LLC 16380JUNNERST.NW ANDOVER, MINNIMItA55304 m 1b1x)xxlaa 1D TR ]%% LEGACY ANDOVER, MINNESOTA 616 - NORTH rf•••1v#Below. COO ix I ymd 0 200 400 3� invpswmb,remwemn ewvan•mm.ns�iw •Vwr� u�w�wa••wv.��avµax�... w. as wnub PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M ReMS11slaRses 1053 FIMAvmae Tel: 812-252-8070 Su"513 Far 612-252-90n Minneapol, MN 55401 Web: Ialldforin.net FlUENPME 0002LDFOMtl39.dxg PROJECTNO. 01,17002003 JD ANDOVER HOLDINGS,LLC O f���_ / / �]�O _ I6b1NNPERST. NN J PNOOYEN,MNNE$OTA SS.'1(4 � SEE SHEET C0.8 MATCH LINE - RR,4L�7enarmn,' an/; i i��__•.ar�/ /; / n �'47r L3 1ss z� '". � _ _ I_, 'Ip 12355 8.3886 - - -D—V7s ba E— =59.30'y _4_3 C C -27-R=325.00 73__ _ _ — _ _ _ 6=10°27'18. rm'33-W C-59 1=N42 14 T� $B 303T . wG LEGACY o, N.W. �. / ANDOVER, MINNESOTA \, BL00__K ' // \\�\ �\ 2 ,/ I I,am.ra....asRn xnr I• _AIS -J / \ `��J ��J / / f___ I 8i i` -------�'------------- -�`�'- --s--- A7a5 4 \ I sB 9 i _ co.11 C0.1 B ry __-------i co.7 co. i'mss—q®�____________________3m.1___—___ �___ ______��` �� / / �I L_________i Ir [ COG / A' \___ / / \ \ I I 3 HOUSE \ �` �./ / \ \\ o / 1 I EXCEPTION I I '- - -- --- NORTH m vsB'ow �II,a aBLOCK 4 ------1 r— — — — — — ________ I ______���� -- 0 50 100 -–____--___ _---____ nano R..was.. r,r n.sa " '- NP9'i6'20'E 252.59 D 4 � z e a R 'rrv-`sm.A° r PRELIMINARY PLAT RESUBMITTAL 07/07/2023 r., ... ',a.o,w.--- L A N D F O R M RmsSRbhtlh • • lffi NFIMA. 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L A N D F O R M J U i WETLAND1 1 +58 46A y �I �5B 46 1056mNFiM APPPw TN 6I4-4529070 9wb 513 Fm: 012.254w" Min.",MN55401 WC kmfO .l t FEENAME fA0kOP002I 41 PRWERNO. 1 1700= dy 1\ \ WETLAND 63y t I• 1 \ \ i \ r 1 I 1 \ I I w s I 11 11 1 1 I I 1 I I 1 I I I P... - A 0 3 P C fl9N 1 iNVM91.911 INV•B9:Il0,l JD ANDOVER HOLDINGS,LLC 163yJJUNFERU, W .WC R. MNNEWTASwt(4 1F116�3R1S�7X NDO LEGACY r I ANDOVER, MINNESOTA 00.11 C0.7 C0.6 30 / / NORTH mo.~,Below. - —r — — — Call e.rP.74Ro D 50 100 33 4B PRELIMINARY PLAT RESUBMITTAL 07/072023 ? L A N D F O R M J U i • • em154b1iiY, y W N 1056mNFiM APPPw TN 6I4-4529070 9wb 513 Fm: 012.254w" Min.",MN55401 WC kmfO .l t FEENAME fA0kOP002I 41 PRWERNO. 1 1700= 33 4B WETLAND 1 (64P) NAA519 MN4AbR°,1P1 »iaAalz�mmaal a»mm WETLAND MATCH 1 ---"�V/ I � dY -"-- �,_ i 589'51'15"W 1213 < \y I i ! CEPTION __-,� i N+e OWMB VT -7----------- Ji _ I / 1 1 / WN„M.... I ' 11 I / 1 xmoaFn / I 1 SEE 00.9, TCH NE 166TH � 11". AVENUE N M,, N. W. n __ 50 - /�-__-_-'- - � ixe iv R3.t 11 8'16 / b / ism o- s. •..NauFAea.1 I \ ww \ Z w1 I I � 1 1 2 7 I 1 It 11 i __________- --------------------- II IS N I I I I 5B 301 3 � • I 1 I I 1 I p li II J i I 1 m I I I I I ---------- ____-___4 ------------ 4 i�I -J 1 1 W OWMB VT -7----------- Ji _ I / 1 1 / WN„M.... I ' 11 I / 1 xmoaFn / I 1 SEE 00.9, TCH NE 166TH � 11". AVENUE N M,, N. W. n __ 50 - /�-__-_-'- - � ixe iv R3.t 11 8'16 / b / ism o- s. •..NauFAea.1 \ ww \ Z w1 STORAGE MATCH LINE F °j'/�7y� 3iD�GP � s39'544rw72.lo _ \ -� dlWli,NY1Y,KFYEM RP2gs00 i/6=20'1037 / 5 \ / % 6 L=59:30 R=325.00 JD ANDOVER HOLDINGS,LLC I6l 11NMR$T.NN AN'OOVER, MNNBOTA SSYl1 Mlb T)b DMR LEGACY 1 I ANDOVER, MINNESOTA a• ZIT 90 - NORTH f•••••d'a Blow. C4L11r• d 0 50 100 PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M �5lbR,•h 1053wNFIMA. TM: 6122 70 &ft513 F,.: 512 -M -eon 1Mneapft MN 55101 Wap: MrMfarm.ml FUN CWLOPo02L A' FMOJECf NO. L0p1100200I 6 7 < d Mn Tti 5 /r i / 7 / q L=59.30, 9 R=325.00 5 6 0 ✓ �J. SB 305T WERMD 5L 23P n :' --R•YWMS /'a %/ Imt 1e Jo l+aTlY \•""��-11 \ EXCEPTION MATCH LINE 1 pWtlYY II0.N --�// SB 311 7 NET WETLAND WftD4(22P)))) ^,i, \v'/ f v�\ a RREvausl6u�N I'll i l 5 '• /', �'^\\\ / ,^\\\\ \ `\ m /` � i/ r0. I � �VT[Y wMwru '`i;+ / I / /. . •� 3E/ / '` / / < ,/ / M� / ' a •OMiEY6�aGr RM / A, I IFY slw von I RW W14 `♦v'' / / ♦ ♦ / / �SB 24 EXCEPTION 3 // / i"304 ), i / , IN MA H LINE / 0 I SEE SHEET W5♦\ {X / 2 ' RC6�W RYIIn WII � ._p� \ Q RMWrIWY n / / j �I� nn I I � ♦ / / I I / I I / I I I I I � I I I I 1=250.89 R-455 00 / \ ♦`\ 7 _ _6'31°35'38.C'211 -f3- _ -- JD ANDOVER HOLDINGS,LLC 16MJUNFERST, NW M'WV R JNNEWTASSJUa TEl lf,/vn.rsN LEGACY ANDOVER, MINNESOTA Y F• 1 1 F I I I colt C0.1 C8.7 Cod IL I NORTH oe••RshNlow, G>♦hrw5v14 L 0 50 100 I 1 I PRELIMINARY PLAT RESUBMITTAL 07107/2023 L A N D F O R M RMSlbPWh 1059WMFSMM. TM'. 612-252-9070 S W513 F. 612252-61177 Wnup,f9. MN%f61 WW wwI . FILENAME LOOIlDPo02403.Tq PRELIMINARY PLAT 11 INSET 4 n A f% 41 j --'--_-- ---5820 I! I EXCEPTION 1 - :i 77 1 \ 1 s � � a � 1 ' f EXCEPTION N JD ANDOVER HOLDINGS,LLC 15WB NIPERST.NW MN A MNNEE TA55]01 1F111=1. NbNiR LEGACY �. ANDOVER, MINNESOTA 90 - NORTH mo ~.BeIUW Call wa . 0 50 100 o PRELIMINARY PLAT RESUBMITTAL 07107/2023 L A N D F O R M 1W5 M VIM Av TM: 61 Sura 513 Fu: 612 -M -W" Minr MS.MN55101 W& b fi .R•1 RENAME CW11➢PWtdN.Aq a lW1]0 m i • 1 b._i i sc EXCEPTION N JD ANDOVER HOLDINGS,LLC 15WB NIPERST.NW MN A MNNEE TA55]01 1F111=1. NbNiR LEGACY �. 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NW ANO R.MNNMTA5 rM n+r�,m Di R LEGACY �v ANDOVER, MINNESOTA ®a NORTH W. l°d wa•Swe 0 50 100 Y(o PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M ft.S WPR66 1036WINFATA. Ta: 612-252-9070 6.513 F. 612.262 -Nn Mlnm Ms, MN 55101 WW1: MNia .1 FUN clolwmM9 PROJE W. IDRIio02003 WETLAND 3 (66P) •� / _ _ „w�zn'mf0nro.w rt,rom 991 '�`.,_ wmwlrun 7ez�MA,wur,¢eerh I \. 0 s' \ 1 --MATCHLINE .v SE SHEET CI.6 ^ I \ JD ANDOVER HOLDINGS,LLC 16W JUNKRST. NW ANO R.MNNMTA5 rM n+r�,m Di R LEGACY �v ANDOVER, MINNESOTA ®a NORTH W. l°d wa•Swe 0 50 100 Y(o PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M ft.S WPR66 1036WINFATA. Ta: 612-252-9070 6.513 F. 612.262 -Nn Mlnm Ms, MN 55101 WW1: MNia .1 FUN clolwmM9 PROJE W. IDRIio02003 _Z = \ / WETLAND 4 (66P) i Iw:nanmeM tlnaneoRmm W elWlem /1 MATCHLINE S ESHEET CI.S I J DNR 2-87W (25F oxwrnm+vwwwm M'A!]6bl+m'Im nMYMmR+m�1'RBBI DNR 2-87W (25P) anxanmlFF6wwn MV.9nl llro+1V mnantlR+mm Ml N.wawNE +nae. JD ANDOVER HOLDINGS,LLC 16MNNKRVi MY MN R. MNNMTAv El 011.1.1 DLM LEGACY vo ar uxvwom pN£44ptbf W6iFE0 ANDOVER, MINNESOTA 94 - NORTH F1o•r1w', B•bW. COI oMw•youc 0 50 100 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M F VWUF.bb 105 FEMA. TO 613352 M S U513 Fn: 612351-Wn Mlnnew0s. MN 55 W1 We. W f..,M FEENAME 0101N 20x2 PRWEC W IDF17mm3 f7 I i I I I I / I I I 1 I � I I I 11 \ 11 1 _Z = \ / WETLAND 4 (66P) i Iw:nanmeM tlnaneoRmm W elWlem /1 MATCHLINE S ESHEET CI.S I J DNR 2-87W (25F oxwrnm+vwwwm M'A!]6bl+m'Im nMYMmR+m�1'RBBI DNR 2-87W (25P) anxanmlFF6wwn MV.9nl llro+1V mnantlR+mm Ml N.wawNE +nae. JD ANDOVER HOLDINGS,LLC 16MNNKRVi MY MN R. MNNMTAv El 011.1.1 DLM LEGACY vo ar uxvwom pN£44ptbf W6iFE0 ANDOVER, MINNESOTA 94 - NORTH F1o•r1w', B•bW. COI oMw•youc 0 50 100 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M F VWUF.bb 105 FEMA. TO 613352 M S U513 Fn: 612351-Wn Mlnnew0s. MN 55 W1 We. W f..,M FEENAME 0101N 20x2 PRWEC W IDF17mm3 f7 \ 1 I I I I w }n Nwb} M e.nN rn.e AwYe+vn..,. f. JD ANDOVER HOLDINGS,LLC Big4MAwnrm°uuv, 16WJUNPERST. NW L A N D \ sa .,aa }u mnuos.nz. [M•AM1 �s InYlmn lnuNl,nI. AWA 11 Ilen�i W Mx•,SA. ,oesnE Mnmmlpwtivw• � 04 Wee: I f..er 5YYe5mY. v,abYe, Nb•q• nA CN•OPUO2Lp].OAp L[e3N'"'nA LOR17MW3 mera,Me / yO�lil� ,.}o,mw�w.eW�na.nY.YW+,.ee.,.tlenm}aro. } 9y)ypyy.Yminpvn.6anum/q Wnnfld.mY knv.lMrryL. W.bmpyl4,tlMr. YnY4,rwYOwpmJY/YwPwY..IN+nRYnwrvy. Wbmvven.b MbipmYt p rNa EmROPOmtlYM WIw,vYOobewT+9uYN'. 6rn.ImwsvrWa. .. c, gN4WAY E LEGACY .. } Wb.�vyY^xbWMx6nvinum4RY[Ne4w} / I 1 1 1 \ 1 I I I I w }n Nwb} M e.nN rn.e AwYe+vn..,. f. JD ANDOVER HOLDINGS,LLC Big4MAwnrm°uuv, 16WJUNPERST. NW L A N D MMER. MNNESOTAS sa .,aa }u mnuos.nz. [M•AM1 �s InYlmn lnuNl,nI. AWA 11 Ilen�i W Mx•,SA. ,oesnE Mnmmlpwtivw• � 04 Wee: I f..er 5YYe5mY. v,abYe, Nb•q• nA CN•OPUO2Lp].OAp L[e3N'"'nA LOR17MW3 mera,Me yO�lil� ,.}o,mw�w.eW�na.nY.YW+,.ee.,.tlenm}aro. } 9y)ypyy.Yminpvn.6anum/q Wnnfld.mY knv.lMrryL. W.bmpyl4,tlMr. YnY4,rwYOwpmJY/YwPwY..IN+nRYnwrvy. Wbmvven.b MbipmYt p rNa EmROPOmtlYM WIw,vYOobewT+9uYN'. 6rn.ImwsvrWa. .. ew..se+w Y.wes.yr.,.a.p sm.uumgnbmmeim�mbn.eRMW+On gN4WAY E LEGACY .. } Wb.�vyY^xbWMx6nvinum4RY[Ne4w} ANDOVER, MINNESOTA memnYxva,M VYY,x.MmY s ,bnwuannmeuuF rvwn++rwunemne,r.. gvwubYq . R c)cn.xe f. BLOCK 1 -a c)cn.xe 07/07/2023 BLOCK 1 L A N D iv -------- ____"""'"' - P WUFWA • • �s lffi wMFM,A. 11 Suee$13 ,oesnE I Wee: I f..er LOT LW CN•OPUO2Lp].OAp MOE W. LOR17MW3 mera,Me Jax R gN4WAY MAIN STREET xores ,) uAoe LorwrloxwawervexEwM A TYPICAL LOT DETAIL NO SCALE o},nmr<.n}wxRWvr vrass h0.U` UHAMIIYJ}Itll hMVlAMA 411G.}M 98 - NORTH wYYer•.B•low. Cdl eros 7oua 0 200 400 Ys r w�x.•iwi. �bewu ��iw.Wi� Y�we PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M P WUFWA • • lffi wMFM,A. Tr 51235 -Wm Suee$13 F.: 6123 -wn Mlmlmpds.MN 55101 Wee: I f..er FIENME CN•OPUO2Lp].OAp MOE W. LOR17MW3 SY f M�.A�Ns� SEE SHEET C2.4 MATCH LINE aw n�,� �'250.89 JD ANDOVER HOLDINGS,LLC I6JW JUN ST, M M'OOVER, MNNMTA SUpI 14 R91M�lt� DIVER _�. LEGACY ANDOVER, MINNESOTA 1; 0 1 • --- i__,____________ �, NORTH n•••eyS•gyy, 0 50 100 a - - a w. S PRELIMINARY PLAT RESUBMITTAL 0710712023 e L A N D F O R M n.,srrrrxax a los Scum FMnawmn TM: eussasoro 8una510 F.: 612MNV M...",MN5 t We: IenEMm.ml FME NAAE i -{M' VROJECTNO. ,'�� - ROpp_EX \ Mf&00 R 2j5.00 i e=11.1039• C=n5.18, C9RG-S12•BOOl,IY � � SEE SHEET C2.3 MATCH LINE STORA6/ / .% +4 SB I I \\ 2 \> I I I 6,ryr�ELL•mytWry__�____— _-Ir 11 l \ L=59.30 R=325.00 G=10.2T18' / C=59.22 / CBRG N/2'28'5l / 999888// / p0 30 / / Q' .Id � II d ' tm / / 3 JD ANDOVER HOLDINGS,LLC IW W JUNPER ST. NW NIpOVER,IAWKWTA55101 ranlmnlm DIVER LEGACY ANDOVER, MINNESOTA 1 .E .wvs�i.� rn�-vires • �� .3mB yj,� Aq = �^�. � to �.�.. ��r.� ��r .�• d 6 G NORTH •e.•Is.!•bw. N cc@ bb•Youc --------------- Py�R2 7Tnro, - 0 50 100 .E .wvs�i.� rn�-vires • �� .3mB yj,� Aq = �^�. � to �.�.. ��r.� ��r .�• d 6 G PRELIMINARY PLAT RESUBMFTTAL 07/0712023 L A N D F O R M aasl•ese9n • IWSwMFi A. Td: 012-M2 70 Sew 513 Fu: 812-}S3Nn Mlereepofe,MN55101 Wel,: lanalam.�t FLE NAME C200LCPW2�" PRMa W. L 17W2W3 s 1 7 1 II 1 1 ` L r 1 . 2 8 F O R M \ J � tl�a..annpn.aan tl5c 11 RP1, I%5 mA. / / S 510 'i8Y5215 W 221 WETLAND 1 (64P) unu ul NMple]11��Le1 aM4fltOp19MHl enanN WETLAND I I I I "J 111 I I I I I 4 11 I I fl I I I I I l I l 11 SEE SHEET C2.5 t MAT --C 41N eN,9lt �/ L MND way I — I ` � 1 ` 1 1 ` L ti 2 8 F O R M \ J I I I I "J 111 I I I I I 4 11 I I fl I I I I I l I l 11 SEE SHEET C2.5 t MAT --C 41N eN,9lt �/ L MND way I — I ` � 1 ` 1 1 ` L ti 2 8 F O R M \ � tl�a..annpn.aan tl5c 11 RP1, I%5 mA. / / S 510 'i8Y5215 W 221 MMIOyW4 MN 55181 Wtl NIMf m.. FBFNAME =0L 243d' I I I I "J 111 I I I I I 4 11 I I fl I I I I I l I l 11 SEE SHEET C2.5 t MAT --C 41N eN,9lt �/ L MND way I — I I 111 11 I1 1 1 p.w= \------- --- i \ ldn k' J ` �kEPTION ---'------ Outbt B y ` � 1 ` 1 1 ` L 2 8 F O R M I 111 11 I1 1 1 p.w= \------- --- i \ ldn k' J ` �kEPTION ---'------ Outbt B y 11 JD ANDOVER HOLDINGS,LLC l5MAJNKR$T.NN ANO .MNNE50TA55'AM Rp1NTn}N ONYtR LEGACY �v ANDOVER, MINNESOTA ww / /0 NORTH r11•a•t.r, BebW. Cdiwa•yoap 0 50 100 /Y 1 \ v«nalIt \ \i • • STOR46 \ LIt v v v v MATCH LINE / \SEE SHEET C2.2 t " / 4 \ / §�".54'47W 71.10 L=1t4AC i 4-1111 L-59.30 `__ __Nu,a�Yulemu,F,.erp O L=59.30 R=34500 PRELIMINARY PLAT RESUBMITTAL 07/0712023 `<9 w�aaP71a 8 F O R M I%5 mA. / / S 510 Fee: 612 M -W" MMIOyW4 MN 55181 Wtl NIMf m.. 11 JD ANDOVER HOLDINGS,LLC l5MAJNKR$T.NN ANO .MNNE50TA55'AM Rp1NTn}N ONYtR LEGACY �v ANDOVER, MINNESOTA ww / /0 NORTH r11•a•t.r, BebW. Cdiwa•yoap 0 50 100 /Y 1 \ v«nalIt \ \i • • STOR46 \ LIt v v v v MATCH LINE / \SEE SHEET C2.2 t " / 4 \ / §�".54'47W 71.10 L=1t4AC i 4-1111 L-59.30 `__ __Nu,a�Yulemu,F,.erp O L=59.30 R=34500 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M I%5 mA. T•. 612.M -W70 S 510 Fee: 612 M -W" MMIOyW4 MN 55181 Wtl NIMf m.. FBFNAME =0L 243d' PROJECT NO LDP 17W2 N]3 EXCEPTION .` EE SHEET C2. MATCH LINE 1 1. . aSc.iII0.L rl on.a..nm.nan - ' ea..wwwax . i s a x. m EXCEPTION JD ANDOVER HOLDINGS,LLC 1M J"KR ST. MY MI00VER. MWNEWTAS iu leltµCi,la SE ANDbVER LEGACY r� ANDOVER, MINNESOTA F F• �54�3�ia 04 NORTH rmr.nere Babw. 0 50 106 PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M lffi o N MM. Tel: 61]-]52-9070 &lft513 F. 612151-077 MmrwM%MN 55101 Web. 0nelae W FLE NAME L10010PoO1a0J.eq S RR0.EUW WR1700M001 S�TE PLANa -j"'52 SB 45+ `EXCEPTION JD ANDOVER HOLDINGS,LLC 'MNNIPERST. MY MWM MWNESOTA SSWa M1612 o 1M D��ER LEGACY .v ANDOVER, MINNESOTA NORTH bb•~.BeIow. Cdl2Mvyouo 0 50 100 +SB22 �......e...>�<...........,.. ... cwmnl PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M em4bBdd • • 1M55 FiMAv Tel: 81]-25290]0 &&.513 Fu: 812-252Wn Mlnrw.V s. MN 55101 WW I fp ,nBl F]EN 0200:DPo024030w9 ' PROJECT W. 1DPfi1p200] S�TE PLAN 53 WETLAND 2 (73PJe V X65 I. % u1w„ I I iiilll""" I mx ,�iw•riamom .I I -- ( r �i -_ __--- ___ I II I I I\\ I 1 1 I I z O 1— d W U X w S f f I I ? I I I I II I I I I I I I _MATCH LINE 1 - ^ - WETLAND 3(66P) I I I II \ \\ 1111 1 I I I I t \ \ 11611``\\1-i �.� EXCEPN 1 UNPLATTED wEnaND \ '. \ �•• \C• \\\ I I. 1_ _ �ti -- i\ �� \ \ xn:ew.wNsi �-YJEILAND3(66P) �\Q \ V• .� i I / / � rxnar�uo �,`�\\ •' A� `� \ \�\�V i mH•Mpti "\\ sryl Bwg4 , / I ii \ \�IB55 sIN _L_� \->/\�\its\♦ � \�.\\ ;� ' /�q/ �—.\,. I I� �-_ �1 � \ / \`1\ y \ Se &fiomp5 I II nweua.i; - ��� �.Q 5948 \ \ \ ♦ A'(7C \ se f$. - I I —� �'' I \ \ - / \ \ \ \ 123 \ \ 12 \\\ \\ 1 \ I p 11 r I I r1 Ir i I I 10 o \ \\\ l' . l<°�\\ `' !. / ' `\ 4 11 � � ;-m°•I°.. 11 1 1 MATCHLINE- \\ SEE SHEET C2.3 w.was.rrvn7, '-- cr.6w 4 IL I I I l \ 1 I 1 I \ -NN- I.. - _ _uureox 1 / JD ANDOVERHOLDINGS,LLC INDOVER�.MNNE50TA SSYN D TR ml LEGACY ANDOVER, MINNESOTA ® to NORTH o1e.lefNnlNow, Cde•••mo 0 50 100 - i OWI I Nrowmw.00m.wcwc.m.Mwwn.n PRELIMINARY PLAT RESUBMITTAL ----� 07/07/2023 L A N D F O R M IMFIMA. TY: 612MM70 5u1M 513 F. 012tMW77 MhV@P e, MN SX01 WM: NMfd ml FUN CM•DPo02L 'd' PRQ. W. w 17MN3 I ' / UNPLATTED I WETLAND 1 (64P) i u,w w Mnarexnmrq 1` NMaNN•,m,NH, Ienarem I ` I I ( I� \->/\�\its\♦ � \�.\\ ;� ' /�q/ �—.\,. I I� �-_ �1 � \ / \`1\ y \ Se &fiomp5 I II nweua.i; - ��� �.Q 5948 \ \ \ ♦ A'(7C \ se f$. - I I —� �'' I \ \ - / \ \ \ \ 123 \ \ 12 \\\ \\ 1 \ I p 11 r I I r1 Ir i I I 10 o \ \\\ l' . l<°�\\ `' !. / ' `\ 4 11 � � ;-m°•I°.. 11 1 1 MATCHLINE- \\ SEE SHEET C2.3 w.was.rrvn7, '-- cr.6w 4 IL I I I l \ 1 I 1 I \ -NN- I.. - _ _uureox 1 / JD ANDOVERHOLDINGS,LLC INDOVER�.MNNE50TA SSYN D TR ml LEGACY ANDOVER, MINNESOTA ® to NORTH o1e.lefNnlNow, Cde•••mo 0 50 100 - i OWI I Nrowmw.00m.wcwc.m.Mwwn.n PRELIMINARY PLAT RESUBMITTAL ----� 07/07/2023 L A N D F O R M IMFIMA. TY: 612MM70 5u1M 513 F. 012tMW77 MhV@P e, MN SX01 WM: NMfd ml FUN CM•DPo02L 'd' PRQ. W. w 17MN3 uIIIIIIIIIIIZI � r � 1 I I I I I I I I I � J I I I -- L------------------• 111 I I I \ I;I III \ I I 1 I \I\ I ; I / ' I {(r I ; I I , , � I 1 I i l i I I I 1 I\ I I I l l 1 1 i I I I I I I -� } ------ r --T-1--- _ 4 Y % I I I 111 / I i 1 I i I L J J ----------------- ------------------------ ------ ------ -----_ ________-_-_ SBIS `\IL � L________ ____ _ __ _r __ -- - _ ______ b J. _ _ _ _______________________________--------- . JD ANDOVER HOLDINGS,LLC 18661 JUNiER4T. NW Ng OVER. MWNMTA66]01 TU•NIIIA4IIN AD R LEGACY vv ANDOVER, MINNESOTA �• 1 _____________p _ ____-_ __ r. I I I I I ; I � I i I j j i '\ •\ I I I I I I \ L J l �iee,, a I 1 1 i 1 �� •\ l i l (/ X2.6 2 III 111{II\I 46Ry�Bel UNPLATTED •\ iii \ \ 3 1 1 I A I 1 - � I 1 1 A_� •� �a i; i 111 It. WETLANDS 66P�—...--•1, 1 ...� 1 wr✓ A N, �\ V, •A. 1AI .y z I I I NORTH w. Cdbb.yac seelse'la-w' Ik — � C•�\, — \\ 0 50 100 I I LL ,L.KiL. i� r'"`� 'u."•�' �-1'!�,'il� �i l��p• : A�`(f`\9q�,yiy� �\�.�� i II I �� i i I , ,......�...,.......�...... \ '•, i IL , It fl�ll •\` '• \ --- -- � ' I \ \.-� _r l_ J'J li 3LapI&E6nq-77'—�__� TY;_______� _____�I i. \ % I i "....•:;..u�.�°��;�. / PRELIMINARY PLAT RESUBMITTAL / 01/0712023 �"�_�i m•I ,5 I `� it ( p�e,Po i, .%� S� I \ % i WETLAND 2 p3P1—' --I� unu ul � I I, � I. ,I f �1 :' ya i / \ I• I I: I I I � / / elwnm �• I i I I I / L A N D F O R M L- --_ II �I O i � V I l I / ;I 7P Z9 I �__—___---_ �:�� I �� ��-'� / / ' IOSSwM FIMMwue Tet •91z-]52AOro Mzi 514 F. 612-25290T! o I• I I ( :I _ -4*TCHLINE er.uyor, MN sswt III eoelo.m.ee1 JJSEE EET C2.6 1 I - ( FteNA11e cemmv6ozomaeF I' T liT II \( II I WETLAND 3(66P)SITE PLAN �; "• \ ,..\ vRaccrxo. O]PINCLOOI �'-�11 ti.1'r. NnslgI \ I I1 1 \ wnwnmo mMeal ) , 1 I I I I I I \ c II II �- I IX 6 1 I I �_.� emrnm � � I It \,1. II.11111 11 - II• 1 - "\ i• I .'t s I � 1 1 m JD ANDOVER HOLDINGS,LLC I6IPJJUNPER3T. NN MOWER. MNNMTA 59301 7M iu2wsml NOVER 71.1 LEGACY 'vle ANDOVER, MINNESOTA 0 NORTH c„o„„„a, WOW Call tsae nMc 0 200 400 Jsrp PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M f1s15•eb P•hh lffi wNFIMA. TN: 512.252.9370 r yyI1 F. 512-252On Wrae fa, MN 55101 Web. IeMlwm.ml F9ENAME /0=..y,�. MWEGTN0. 1 17MW3 ,x 3-4 i C'3,2 C3.1 m JD ANDOVER HOLDINGS,LLC I6IPJJUNPER3T. NN MOWER. MNNMTA 59301 7M iu2wsml NOVER 71.1 LEGACY 'vle ANDOVER, MINNESOTA 0 NORTH c„o„„„a, WOW Call tsae nMc 0 200 400 Jsrp PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M f1s15•eb P•hh lffi wNFIMA. TN: 512.252.9370 &ft513 F. 512-252On Wrae fa, MN 55101 Web. IeMlwm.ml F9ENAME MWFW2lW.Mg MWEGTN0. 1 17MW3 Lm... NOI ES m"AYGMtesaaEewC rIMEWRRM NANLCGrpNOFMEP .ORKfSSLWEVRTOCNWt'EPFRPPO TKM00NSME .. 1. WYVJMNLON00EmXEWNAY 01lMEnAO% 3. LWhsi MRCPA1mnCM E1EVATg1ESiAR15NFDVSWGIW]ibYMe£niHNEMIELRF£KYM.O TP&ESTOOeImkHE WRVEYSFRpA AVl(CFMSILPAIWATFAINR1MnLN 8ASWS BLK 1 5 wodT i I m,d.nn ...... srMaa DEttRPnax EmwREoaumn Number of Permeameter Tests ISS'MTAHOBUiFFR LOTSYLOTTABULATRIN LdR1RU01pN11M 0.9 L --- 0.CIXV..meIIWLFIJV '.145'IFAIPCANY &1FEER _w„E__ ACMVUIXB@Te &4GIi0 PACKIW YEAy1 Garage Floor Elevation Driveway Grace I%) :WERWJIIXE OENOIFSnu. Lawes/AlbwaMa Law Floor High Water Level (HWL)Eleva40a (#indicatesM 100Year M) ICO:YN.LNFNCEOIECIe Highest Amapatee Waler Table IWYRHM 1 / h UN WR FFOEHD D D..MPN1 uuoa OFPFAe16AGrcoWWATFA 6.0 M VPAiFRt41RVGNRE AS I WRYR-W GUMwsRWN6 � lmCACCMWR INNIOVENF.amS. MA DENGIFS YFNICLEMWIIFNMGEKCE9G fa'�� WJLABGMWR LOT iAwLY rO ACVES Ci v, gf4PFAlm PO Yp3 J'MJ' D...V1LORTG E�CL.Fi EGPALEOMMPcaFYEWEOAa asorneL bMR WHIgPI Lm... NOI ES m"AYGMtesaaEewC rIMEWRRM NANLCGrpNOFMEP .ORKfSSLWEVRTOCNWt'EPFRPPO TKM00NSME .. 1. WYVJMNLON00EmXEWNAY 01lMEnAO% 3. LWhsi MRCPA1mnCM E1EVATg1ESiAR15NFDVSWGIW]ibYMe£niHNEMIELRF£KYM.O TP&ESTOOeImkHE WRVEYSFRpA AVl(CFMSILPAIWATFAINR1MnLN 8ASWS BLK 1 5 wodT i I m,d.nn ...... ..... s'C Number of Permeameter Tests 21 LOTSYLOTTABULATRIN 2,080 0.9 L --- 21.3 Lot BloJL Hause Type Garage Floor Elevation Driveway Grace I%) Inn 0,unnp aa.Wn AaSapatel Lowest Floor Elevation Lawes/AlbwaMa Law Floor High Water Level (HWL)Eleva40a (#indicatesM 100Year M) Emeryen, X.Offew Eavaton Highest Amapatee Waler Table Bactof Curb Elav@ Oiweway 1 1 FBWO 899.50 6.0 891.00 891.00 '2 221.60 890.52 221.64 874.75 894.40 2 1 FBWO 898.00 4.3 889.50 889.50 '2 889.50 890.52 mi." 875.00 894.70 3 1 FBWO 898.00 3.5 88950 889.50 081.60 879.60# 6027] 875.50 895.80 4 1 FBWO 896.20 3.5 887.70 087.70 WIN 879.60# 882.77 875.75 894.10 5 1 FBWO 894.80 3.7 886.30 8815.30 881.150 8]9.60# Mn 87625 892.60 6 1 FBWO 893.00 2.6 884.50 884.50 581.60 879.60# W2.T7 87625 891.10 7 1 FBWO 093.80 6.1 865.10 885.10 881.60 879.60# 80277 876.00 880.70 8 1 FBWO 602.60 8.0 883"A 803.50'2 883.50 879.60# 118M 875.50 885.50 9 1 FBWO 894.50 9.4 887.50 854.50 '2 804.50 879.60# 882.]7 874.67 88820 10 1 FBWO 897.00 6.7 855.50 088.50 881.60 8]9.60# 802.71 874.00 892.10 it 1 FBWO 896.00 5.3 887.50 887.50 681.60 879.60# 08277 873.98 892.40 12 1 FBWO 891.00 3.4 88250 082.50 881.60 879.60# 882.77 873.95 887.30 1 2 FBWO 891.00 8.0 88250 6W.W ULM 879.60# W2.T7 873.95 891.30 2 2 FBWO 096.00 7.8 887.50 887.60 881.60 8]9.60# 882.'7/ 874.00 889.70 3 2 1 Pawo 893.W 8.0 885.00 8&5.00 '2 885.00 886.70 887.70 875.00 885.90 4 2 FBWO 093.50 8.0 885.00 885.00 '2 885.00 MOTO M.70 876.00 906.60 1 3 FB NOW 5.0 896.00 88750 '2 887.50 886.09 891.60 874.70 891.30 2 3 FB 895.00 5.3 895.00 MOM '2 SOON 084.71 885.97 875.70 889.70 3 3 FS 893.00 7.0 223.60 88450 '2 884.50 884.71 855.97 876.00 885.90 4 3 FS 893.00 6.7 893.00 884.60 n 884.50 554.71 885.97 876.00 886.50 5 3 FB 895.00 5.3 895.00 806.50 '2 886.50 554.71 885.97 871.00 891.60 6 3 FB 897.00 5.8 897.00 888.50 MOBS MAO 89228 876.00 893.50 7 3 FBLO HIM 6.8 89450 891.00 '2 221.60 MAO 09228 876.00 895.30 1 4 FBLO 980.60 7.0 895.00 891.50 '2 891.50 891.41# 891.70 87550 896.00 2 4 FOLD 899.60 8.0 NAA 891.00 '2 891.00 WAS 89125 875.00 894.80 3 4 FBLO 900.00 8.0 605.00 601.50 7 601.50 890.31 090.60 875.00 895.10 4 4 FBLO 89].60 7.0 222.W 088.60 7 888.50 559.14 888.76 875.30 602.80 5 4 FBWO 898.00 6.9 889.60 88950 557.74 885.74 BW.74 875.30 89520 6 4 FBWO 227.60 6.5 Woo WIN 887.74 885.74 BW.74 874.75 894.50 7 4 FBWO 609.30 8.0 890.60 890.60 MOM 986.37 OW.10 874.30 895.80 8 4 FBWO 099.30 6.9 890.80 890.80 607.76 885]6# 665.]6 874.00 226.10 9 4 FBWO 608.50 7.4 888.60 BW.60 887.76 605.76# 585.]6 874.00 223.30 2: See note 2 below Lm... NOI ES m"AYGMtesaaEewC rIMEWRRM NANLCGrpNOFMEP .ORKfSSLWEVRTOCNWt'EPFRPPO TKM00NSME .. 1. WYVJMNLON00EmXEWNAY 01lMEnAO% 3. LWhsi MRCPA1mnCM E1EVATg1ESiAR15NFDVSWGIW]ibYMe£niHNEMIELRF£KYM.O TP&ESTOOeImkHE WRVEYSFRpA AVl(CFMSILPAIWATFAINR1MnLN 8ASWS BLK 1 5 wodT i I m,d.nn ...... ..... s'C Number of Permeameter Tests 21 re•Ruw.sbare 2,080 0.9 L --- MAIN STREET TYPICAL LOT DETAIL NOSO4IE Infiltration Basin lD Permeability Design Rate (inches/hour) Basin Area (SF) Permeability Test Rate Required (inches/hour) Number of Permeameter Tests 21 OAS 2,080 0.9 2 21.3 0.45 325 0.9 1 21.4 0.45 3585 0.9 2 21.5 0.45 3,975 0.9 2 24.1 0.45 5,840 0.9 3 61 0.45 3,266 0.9 2 62 0.45 3,170 0.9 2 62.1 0.45 12,885 0.9 2 62.2 OAS 12,885 0.9 2 64.1 0.45 1,246 0.9 2 64.2 0.452,714 0.9 2 72 0.2 2,210 0.4 2 75 0.2 12,865 0.4 2 t WW pNmav WnW wNHpvbyrvYgMwd mtiWb4P.Wndmapn'm.Rmcr.WNHw, _ 1. Fwoewsd,waowaw..rre�me*mdL.,ab„nslxzusolo. &&,513 JD ANDOVER HOLDINGS,LLC 2, YWammatlbmOxr9 �tilnn^+"^PT^ro+Laab^^wraTromanry. vpebNwxnvn.Wa'mmedmpaiMf 16UDJUNIPERST.NW ryde'..Emt.Npaam,sewac�albw,beapwmbg2.r.growem.um,:awuu«�eu.«aw L.o mro..aawlea�a«wawnwro«n.,.cuaN.sm.W.wnr l4omaenwnroaaroma++nLw ANDOVER. MOJESOTA 55304 CVAXE ]BOE. R(StiWh1R< S Gnmf MSnvmttgnGn lwbtl W4ndw.av RMaapW bbpntSagWq. LOP17MM3 l PeWbMGNVM'.L Reyiggvaf b/&en1YNa40aW O2aYt2MMY.,a'nWmtinnlxw mabJ ma gm.MnW mLlb'a. B. R as W` -a Bom VMRaea,«9Mw§i WBitIVMI%W re,u.W W9amLMY WYb Naw4n M0.0Wn pldEyry W rmM/.b WbaIXWmtBY d11Va1twxM„tiV a Wuti m.Nw.efNaM..Axiamlla roHe µprod b/ M Giy Plwavry evnY'n. 6 Pawn,ulava0w+d rDnrvoo mesnkne nwnmxmtlwYrwem mrMaL+,Nma Wvaw,w C [ T Y F 1,R. �1DO�ER a MHe{me',IIatiMFm�YalreYYhmmddwWkWwtibW x,Y.falmiw4n. «L r^TWW+wEPwN {a[.SarawNb W Cnw. 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WSN149 NAiw*tla'. usnnas.uaw.[wu.a.wnx..mn.t MIXwe Prry om 9neo1 wYNre W. «aM m,Ww anM.4.r ub oa usuwr w G WN+x E,N'Raw. rm m W n NLbgaas XnwgW bNNmb Mb[bbW brtM WpMmitlmMitl W Bmgi 4. GtbNwb WAMkbm)b WeaYaYy.nNuvaNn tlNhon AWAym%riN b.bmhWb.GaM x6. CM 6yw-Fh LM.E1,eQWBbmfd 6,]15x8210 Wb[mr.952SXx94 ' ByweeLgwvOwNL.Ab'.ebAWg uixmlowaarNa.arOGaanmassa.7fao Lb'dAM tOryHgbw.26N5561% a. RnreaFrssrwcc.abd«w2«ma.wa.ml.uaaemmmn..aap«m,.r.,«bWsaamN.w>. PRELIMINARY PLAT RESUBMITTAL xe. r.crew.wobwm+4.4mwc41s,Q.«.Gw«a.,«IUGlaacwa<�w2,aavWn 07/07/2023 L A N D F O R M • • Ren541oRNsh ' Q a L° Know WIN FS Be10W. Call belal you ao. 57 1O5Sou01FlMAvenue Tel: 612260.9070 &&,513 Fax: 6122529077 Mlnnaapo4s, MN 55401 Web: landfmm.net FLE NAME C3WLOP002-00.1.Qx9 PROJECTNO. LOP17MM3 a n a d. psi _- _____ __ ___ _____ a e.. -- ----- _ -- -- ---- -- JD ANDOVER HOLDINGS,LLC FN00VEft MWNESOTA 55YN MATCH LINE - re +oxm Nmaon a �A o. /// Jr� / ." � 58 30 sair e% 5 �ewwwr / /\p�&a\ K •` -` *" eY _ i _+N'/LEGACY ANDOVER, MINNESOTA 0 /// P \ �• \ / / �eio: / d r`ea nwo I edm �......«.adm. x 4 LocK k I / i / / B FAbddpp. M1igM -' IC3.7 —_ -------------------- was- ------------ \\ / \ X3.8 3 s1 oa I I — .�; — —�\ \ 1 ♦ b //// / oM �_ _ — — _ 1 --'----- \.e 3 I \/ I HOUSE EXCEPTION 1 " romxm.enm I a \ mM«nm t EXIST.NORT rRoccll y rsBASIN 39P �.. _ - CAIS bMaeYaa ---- 1,. _. _ r m ____________.___________ as ! n 0 50 100 - b o a_tY25nx ------ ---------------------------I a. o BASIN 183 o - - i mesmnmcz rs-ees Rcv PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M BemSlblNA • • lffi d Fft A.. Tel 812-=2 70 SYIm513 F. 812954-90P W,..p9%MN55101 Web: kMNm.net FUN G300LDM2-0 An PRWECTNO. wp12MW3 GRADING, DRAINAGE, & EROSION CONTROL PLAN INSET I 58 I C V STORAGE MATCH LINE STORAGE- s1s �w..a+e.0 0 i� JD ANDOVER HOLDINGS,LLC 1M@ NFER3 W MCO .MWNMTA'u5]IN mro�uNs�m OWER LEGACY ANDOVER, MINNESOTA 3 \ �. NORTH w. � Cd 0•w•5wa --- 0 50 100 - P F J AmTEGIpI �. t�1 IL C o�Esu� ��esn � wNP915J 1i iNV=BT Y00 PRELIMINARY PLAT RESUBMITTAL 07/07/2023 z J STORAGE MATCH LINE STORAGE- s1s �w..a+e.0 0 i� JD ANDOVER HOLDINGS,LLC 1M@ NFER3 W MCO .MWNMTA'u5]IN mro�uNs�m OWER LEGACY ANDOVER, MINNESOTA 54 3 �. NORTH w. � Cd 0•w•5wa --- 0 50 100 - P F J AmTEGIpI �. t�1 IL C o�Esu� ��esn � wNP915J 1i iNV=BT Y00 PRELIMINARY PLAT RESUBMITTAL 07/07/2023 z J L A N D F O R M i • • fWmSlbihl$ U N W N 1053auNFIBAM. TY: 812-2589575 Sub 513 Fu: 813-2524077 Wneepft MN 55101 Web: wwf.,.t FlElNAIE C500NP002 .Mq PROA W. t5P1700M05 54 � � v \ e S \ _unsanmmtian-�- pwJy 11Il0.H • t ,� 2 G WETLAND 1 (64P) - 4 T mise i onm�x oe - -� VIETLAND 3 ra I / I ay a I I l 1 I fid' 0 W i 3 '• 1 CEPTION .,te-a � I `moo .W C I I \ I •,e _ —, Faxo �W3. EES • a 1 --_a{'_ mxevwa 4 4 0utkA B y.� I mmxw�wew q% I ,mow I I I I Mn STORAGE 66TH G/ - 4 T k ••wa I I / ra I / I ay a I I l 1 I fid' I I I I I / I I I f / I / / I I I I I I / I I l< I 0 JD ANDOVER HOLDINGS,LLC 16MJUNPERST." 'WV R. MNNEWTA SSJIM Nm11.1. LEGACY ANDOVER, MINNESOTA \ l MATCH LINE SEE SHEET C3. STOR,gG@- / It PRELIMINARY PLAT RESUBMITTAL `� 07/0712023 ` •- / \ L A N D F O R M i \ fa4bFdtl1 O •m ♦ \ \\ \ 1%3•MFMA. T• 817351.9818 \ 5aim 513 F. 512352907/ Mmne pM MN 55101 WW, NMr.,.t ` "FU W.IE CMDv0979 \ vac.:.....: 1DR17ro7ao3 .. ,, 60 J., EXCEPTION �e�i�e .aw�Neirdw ' / / � y `X / S. /a 1 Mm,.awenwaw / �_ eA.RY"CSc /e YRM / 1 / J / I / / I a' rs,anv / I •o•Atvcrxn , I ��iwnex•n / // L--_____________�______.___� m, _____--- I[X 91W IM, , weM ro I K mm enr IH 1NY vw �SB 24 EXCEPTION I I 1 _ / I I I I I 1 II JD ANDOVER HOLDINGS,LLC 1M] NKR ST. NW PNO R. MNNEWTASStOf rte ursiNsm, D YY LEGACY ANDOVER, MINNESOTA e e' I nerd, rrti�wnn.re,irm� ee ®• NORTH •7evb�B•IOw. ccm•gee•youe 0 50 100 PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M IMS FiINAvenue TM: 812 -M -W70 Sunt 513 Fee: 512 -252 -WT! Mim®epo% MN 55101 Weh: Wdf...t FLENAME C3WlOPW m6 ' PRp1EUW L 17WM i �• � 1 l a'r t :1 �I s )D- I-- a \� (EXCEPTION 1 ET Et u � 11 • • 1f: k 19L91� JD ANDOVER HOLDINGS,LLC 16Y NVERST. 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MNNEWTA s.U01 rt,mnuoB:Ba ♦ 1 ] t von R LEGACY rle ANDOVER, MINNESOTA PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M Psal9Wb Nehle 1W50uINRMAVMM Tel612 252 Suite 513 Fw 6123529077 MinmpawYA M1IN 55101 wap: IaMlom,.,,et FILE IME C31nDPo0iL dl PRWECT NO. MP17MM3 `P - -- T �\ v 111,❑ Irl'I �XAW W -Aim 11 5v. 04.2 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M Fs,Slm Hlhh 1055MVN FiM Avenue Td. 012.2Z9W70 SIe 513 F. 612 M Wn ® Mnreapcls. MN 15101 Wm: Jen aim nw FAE NAME UOOLOP0p2A0)o-xp ' PROJECT NO. 1OP17W2WO NORTH STORM OVERALL KNOW W Kd', Below. w 0 Call wcNeywdig. 0 200 400 Ptl ntiwb o,MN.b w+nv � � Mrvbnn u anm%n JD ANDOVER HOLDINGS,LLC 1 M90VER. MNNESOTAS � sb.,s». NCP ir.vcb.,sps}uaei ,rc.}ron. psmva /� 1 �u�rcu,.�W�oe.,:^...r.w«w a.o.+a•e..n. a�.,em ;wv„wbMtl..n,ww..b.w.w�dn.llbw�+tl.a,.�ee,Abnn�wee,q.npam.aw.. DOER 5 G>mbpblNWyuwpgvbmwsntlmuYab�l}pb°.dmuq Y•. faun Erp•v nnyMlen,vrhas.Mwu•. nerabptivgsnPVMb^a.r+Pq�9dW WYa ..E cw.enwdw.. oogw.•u,dam..,bwm 22re -_ /�/ f f..vtrv.�JYmmnimn,watl,vWnbabgWbeuMgNu,Mn b .b .q r q• e .. LEGACY \� ngnf na.n%Agmmu"rywvry SaWCRm µilYttfl.muE•45M tivn I'•/ ��� ^ L._5 mi+'d e,Onf Wu9]Yq.+yr.•„M1{a.v.W„4Ml,M Waw,4.wn lbgam.m w.w.ngnub uv.,{emadnerpryrrw N/[, m,WgbmNN+951dv%iMPnv - a ANDOVER, MINNESOTA IDs» bcr}a NwbroPEEsp.ow PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M Fs,Slm Hlhh 1055MVN FiM Avenue Td. 012.2Z9W70 SIe 513 F. 612 M Wn ® Mnreapcls. MN 15101 Wm: Jen aim nw FAE NAME UOOLOP0p2A0)o-xp ' PROJECT NO. 1OP17W2WO NORTH STORM OVERALL KNOW W Kd', Below. w 0 Call wcNeywdig. 0 200 400 JD ANDOVER HOLDINGS,LLC / Iwmlmvuww, i f/ / p, N ` =`i I� •oa+ f __.. / - ; \] 1FleMxNr IWWJUNGFRSTNN nNlovEwmms�n ASSTW \\` smP unw / f ��,+. '\ 1 � .d•pP °° I I SEE SHEET C4,4 �, xv e�sm nPaN•ary ` \ / / / ^P�` � vmm •'iwor'wm` ! � . �. ` �- -:. �Eonaa� I I MATCH LINE ♦\ /� � / rrwo�EPuuM wens PFPma.�nl! \ Lla wIA� m`�" y` I I `\ t s,S Ae / vnwa'•w'nla $ ���3 ni.. ��°`w� m Lw � � I `��� II i I r F ♦ / xNLv rxa ew xml+R+%nuum ursslml- ev;] \ / ��. mu•m imm mn�.en'r°. � nSl / z. xu*.a 'A„p"y= T .W • a �xmmlPivnw=n a-�r Prn PMM]Irya.Y, \\`PUMn MP+II N ®OwYA aoW seurewre RPTYLEiy.IR \ OEEMYWCr] \ M' Ix PLP • PwoEPuwr wm,.w.vr.w• MPIPiFA IEiY.110 o n B BR11-8 rdPvnr 6Y �oomawu BU -2 -W" n'res PCP ww wv=wvin 'o EXIST. BASI�1Li f/ 5B 303T \� ,xo"s.si 6Y10 •';'A+\ \ c I ' r res PCP PRELIMINARY PLAT RESUBMITTAL ��B°056 r 07/0712023 / BLOCK ----; ra enn �/ 8 m" --------------------- -`� ----------------------- 55 25 9 ` ♦ \ yi % / ,' '\TI II �Lm�mrw[uaa HOUSE \ uuvP I I EXCEPTION 1 II II _____-_-. aww�uwT mr-------J `♦.----- r -l^ d -.—_ I -- --- — o n B EXIST. BR11-8 �.n y.a.n.•apna.,, SNL510 �oomawu BU -2 -W" n'res PCP ww wv=wvin 'o EXIST. BASI�1Li .mm" u•u aM.rw c I ' EXIST. 'mrs BASIN 39P SNL510 EXIST. TY: BASIN 39P SNL510 �oomawu BU -2 -W" PiM&O.0 ww WgfMn.rel ,1-w.6i TIL• LEGACY .. ANDOVER, MINNESOTA 0 Z. NORTH r119.•�M'. BBbw. A.5/•LI01•XWC 0 s0 100 L A N D F O R M •sl5•]I.FW.b • • INSOaMFIMA. TY: 81]45-90]0 SNL510 Fac BU -2 -W" Wmmpd MN 55001 ww WgfMn.rel FLE NMIE 000•DPo09d09.axy r res PCP PRELIMINARY PLAT RESUBMITTAL ��B°056 r 07/0712023 L A N D F O R M •sl5•]I.FW.b • • INSOaMFIMA. TY: 81]45-90]0 SNL510 Fac BU -2 -W" Wmmpd MN 55001 ww WgfMn.rel FLE NMIE 000•DPo09d09.axy JURE FtOPp +58 BAND Pigg\BSE F� � I WETLAND 6 (63P) u+us ul MM4reml�a]Vnl nYl9.fi Q�MIR M, Bwerem X/' \ \ STGBAGE O < \ _ MATCH LINE STORAGE I // �55 46A FrNv.Rn GEiN of 1B� \ p\ [i - - --_�1 SB 301 II \ 2 I I ' 1 ' I 1 1rLB,�EP�L I I1YEblELEn A - - t \\ / /MfMM i \ I / I I o { us vnM ln/GIBW® T � Fiv } I •ems ��i o�i]tM1M � FrNv.Rn GEiN of 1B� \ p\ [i - - --_�1 SB 301 II \ 2 I I ' 1 ' I 1 1rLB,�EP�L I I1YEblELEn A - - / /MfMM i \ FrNv.Rn GEiN of 1B� \ p\ [i - - --_�1 SB 301 II \ 2 I I ' 1 ' I 1 1rLB,�EP�L I I1YEblELEn A - - J 3 Tam,, n, - — - NORTH mo« .Below aTwB" Calle yw a ., -___--0 50 100 JD ANDOVER HOLDINGS,LLC IWb NNPERU ENI NIC KMHNMTA% m N+mmna� AND R LEGACY IV" ANDOVER, MINNESOTA BE n o • PFE511 •'I wuroB15311 / /MfMM I I / I I o { us vnM ln/GIBW® \` r.Ir Rcn � Fiv } J 3 Tam,, n, - — - NORTH mo« .Below aTwB" Calle yw a ., -___--0 50 100 JD ANDOVER HOLDINGS,LLC IWb NNPERU ENI NIC KMHNMTA% m N+mmna� AND R LEGACY IV" ANDOVER, MINNESOTA BE n o • PFE511 •'I wuroB15311 70 a RnrEiYElu vnM ln/GIBW® \` r.Ir Rcn •.Iw •ems ��i o�i]tM1M su @i.w m®iar�iur� eW.]I BN>tl ` PRELIMINARY PLAT RESUBMITTAL wETE 07/07/2023 rEngIYLETKeIEr SEEOEiYdL)] `V.IPnP • •osN • • L A N D F O R M • • � �yK'�,yd Rm51YbflYYE • • WlM 14RRiYrI1B tO55wN FIM AKnaB T• 912-252-90>0 5.513 F. 812-252-9011 Minor"., MN l we: bM/arm.. FUN E CEWlpPo0id0.1 Mg PRUIECf NO. 1➢P1i002001 70 a i. - WETLAND 1 (64P) u+,Acul Nxarezomrp MMYA�RII6H1Bdl WEB1TLAND ! � I I ell _ fl s '^-MAL �'bEJ 5�`MYFg_i 9� 1 cE— NAE BJ,LTI( I 3 i PN. 6b ]4M1WII l snrteurt I I'—'-', ss�Aluwcr] / , 4 if J Outlot B Ircuwrtev� ``-- ^ZB 1KVE WeLfA I II I I — 116WYWlBY— I ' I srxlos eay.n�v I , I IM•. meso �'`6envrewu 1 Ic,u,IM >s.rc� I o� •°n I Nww NFfu 910 ! I I �\ MA/ ILEP � -rEnoP*u4p, M Mlle , JD ANDOVER HOLDINGS,LLC 16IBDNNPNMTA N I/ u�DovEa,MxxEsorA ss3oe /% mmmAlxr lei/ F DOVER \� LEGACY y1l / I `I I""E•"R. A 4�n --� / ANDOVER, MINNESOTA IIIIIIIIIIIIIIIIIngrJUMM j Ii �11 !!1 \`\ \\ /�// of—`"°^° mr �\�\.-j •.�\ `/�\F P. �� � l ^^] li I j •mei � ///1! � /l / � rwar� r�itx a I / // Im�ia eun �7 ,- � t <. I I I � xTxr Nl SB iba it it / 1 2/% I / j // \ \ X96 31 4' \- •on ,53 306 494o C 1 ! i t I I l I '� i /_ l —� //^° i' NORTH md•~.Below. ] )! ! � / / � Cdl bMa•Yaud I MNALi1Y 0 50 100 271 y/ �) e I lII1 1 I l l »� ' l r l----r—t ! / M]I— ... _=J / \ / / \�•% r+��w��se»arwq,tlNr�N� PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M / / /i � � � \ STORgpSE O N.®` � \ \ \ \ ea•91ebR•h • • • • IME % MMAv ue Tei. 612M-MT0 ' mmiA4 &.513 Fav: 612?<u2- R / 17 / CEPTION �4 MATCH LINE SEE SHEET C4. STpRAGE / N]I Mlmu• h.MN55101 W¢6: "f...1 FUWAE =LDPW2a3deq PNaEUW. LDPI]W2.Wl ' pFPRpa 4,N�� A C / if J Outlot B Ircuwrtev� ``-- ^ZB 1KVE WeLfA I II I I — 116WYWlBY— I ' I srxlos eay.n�v I , I IM•. meso �'`6envrewu 1 Ic,u,IM >s.rc� I o� •°n I Nww NFfu 910 ! I I �\ MA/ ILEP � -rEnoP*u4p, M Mlle , JD ANDOVER HOLDINGS,LLC 16IBDNNPNMTA N I/ u�DovEa,MxxEsorA ss3oe /% mmmAlxr lei/ F DOVER \� LEGACY y1l / I `I I""E•"R. A 4�n --� / ANDOVER, MINNESOTA IIIIIIIIIIIIIIIIIngrJUMM j Ii �11 !!1 \`\ \\ /�// of—`"°^° mr �\�\.-j •.�\ `/�\F P. �� � l ^^] li I j •mei � ///1! � /l / � rwar� r�itx a I / // Im�ia eun �7 ,- � t <. I I I � xTxr Nl SB iba it it / 1 2/% I / j // \ \ X96 31 4' \- •on ,53 306 494o C 1 ! i t I I l I '� i /_ l —� //^° i' NORTH md•~.Below. ] )! ! � / / � Cdl bMa•Yaud I MNALi1Y 0 50 100 271 y/ �) e I lII1 1 I l l »� ' l r l----r—t ! / M]I— ... _=J / \ / / \�•% r+��w��se»arwq,tlNr�N� PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M / / /i � � � \ STORgpSE O N.®` � \ \ \ \ ea•91ebR•h • • • • IME % MMAv ue Tei. 612M-MT0 ' mmiA4 &.513 Fav: 612?<u2- R / 17 / CEPTION �4 MATCH LINE SEE SHEET C4. STpRAGE / N]I Mlmu• h.MN55101 W¢6: "f...1 FUWAE =LDPW2a3deq PNaEUW. LDPI]W2.Wl W D 5 23P) - e . • . u JD ANDOVER HOLDINGS,LLC EXCEPTION 16180 JUNWEH 5I. NN axse, H m oeruaee /� / </' o� //' \\i I SEE SHEET C45., iIN MATCH LINE 7 .IYMIY / / 11]IE WeLfp, ~IIC1f PLlRA @yW ' / \ I� � - kWy�aM 7' ••e I 50 311 �_� ,. \z,� l i _ / //•.. - LEGACY =3 rn 1 n.raM1 / /.. i ' i ANDOVER, MINNESOTA tem lo 4�4 rOAYl3ffw / ,/ I f '\ �V A Me4 xY[euufa/ /.- 1 �. 3 A `-,� �\ WETLAND 55 WEE}i.AND 4(22PI Y pl $ smwpw / / 1.. b ,xnmeoa+mmeel � � � \ \\ S' �\A xo•evurn ,/ /� ^v /� .V enemm A � }.. � 1 . • I I \ �a:E'e ,/ ,// vv� vv A. fyh� \ f/ -•no I s¢wsrovuxl /+ I ' X7.6 / / ,air Y x\ `. \ \ // // / \''' /' / /'. /� / / �\ '•� .3 ,/ //vt � � J 4 / / L �\ ( smesmw / i/ / n / \ (((\ xoxEeuvrcp / / ____________—_—_ 1 \ \ ,/ // \ \\y' / �� , , ,/ ,/ / / wutpe•r/ / \�0 56 24 m / _-i/ I _ NORTH W. 3 EXCEPTION cdl.«a4 3w // o•anax v �� i i ��.0 50 100 \ MST \ Q i 59 305 r------- — -------_--- — --- 2 Com... y,l�liL. ♦ / / mow/ � '� � / swearer ' / x•e•m / / / /�, q� \ � t \ / / xm•snmx / / / xmet enn � I \ 11 ,w�"i.�...rws+ �.r.:`i.+..:� ^... ,rmren/,�: 7 MdEM"°`" / ,/ V \ \ /C",• j 11 \ PRELIMINARY PLAT RESUBMITTAL 07/07/2023 \ , n.eAvla� !/ J i' + \ ° vv.+spry r--- - ---- , \ ,mra��k, �' — -- — ------------ N-- L A N D F O R M 0 c \ xr +sxs ' ` "bxte�� � �+ y / empmwn.mu I 1 flm21•bPeMx V onunw� / d °on I Ips SoulM1 FtlM Av°nu° Tel'. 812-252AW0 ° %513 F.: 512-25 Wn \ / M CH LINE .ro , >�onnf" I i ® iw�MNs l Wm: Wwf.'mel E HEET C4:1 ,vsemm "t"111'A911"°➢ \ L� J e W°nvxnio y` FLE NAME U001DPoO2d01Axy PPGAPERCEIK 9 �, / mm G, `\ �e PROJECT NO. 1➢PtR°°.003 \ _ 945q iMMal9.,. BAW x,P M+IM Fx fES i.W' i ,mm mmw.rr ixw9r.wmiz uP asl /m�'J %' :.` LSTORNI SEWER PLAN INSET 1 /,[C /1° -�•.� 11 1) I`// // �1 DNR2A7W(25P) 9 .. . JD ANDOVER HOLDINGS,LLC V µ16ONNIST.NW eER VNW+,IxAS.UW I N, V ' &DMR LEGACY ANDOVER, MINNESOTA n III: WET1-A)JD3(65P) \�Rn9mmw�m d i w< L - i /F a \ 1 IM II 11 �� \ 1 1 \ w 1 ^ � I C4.7 It 3 - - - --- - 56 20 m�AETLANDso �� I _A 55 312 \\\\ w`_,.'_i�i'•_�/' 2 // c. \ .I I — / / /,..� / N WETLAND WETLAND Oall ew. yy.d va s 0 50 100 1 1: I xumuo �� .I / I/.♦ I // Al 4/ 1 I +1 11 ' I I l '"6ie �1 f I i WETLAN � D5(24P) I 1 vuanma al9 R3.1L' � I l I 9M mm n..4 mXM \/ I t� munm _ I I / �n mxrmmnlmm 991 I I / 1\I / / 11 SI - i I I 10 1 1 A 4 Fxr nn mw,em / / yl� +55 22 TLAND 9 9B t' l I hl T"�- 1 li kala fC WP �- R PRELIMINARY PLAT RESUBMITTAL \ '� ( 0710712023 Imxmwruw W D5 23P ) 1 `\ • I I fineo tram � %�Im v m�uaru,wo / / y e,/A mllmsp, I I ul I wrn9m I m ,mtimW RW;mem vex mm.n9 y/ / i � `�ragmR,mm 99i - __, 1 L A \i .'' `` �� CEPTI N D F O R M No •9T m<n a EX ON 1 pppI 1 wvarn m�, B /y / / A w \ Rm4bPeh6 1 1I 1 mro P rmmrRZT�I9ME // / .0 i 1056w0FNMA. TY'. 612-252.070 SU0513 Fu 612 3 52-5 0P MATCHLINE 1 Mpn9aMO MN5 l ww: mra/«m.,ml 7 �� S! .� �Id SEE SHEET C4.4 i s� a FLEE GOOIOP002..d" `A PRNECINp IDP11002003 i Rena N PLANINSET5 mum,m // / II.SEM19161 i 1wSTORM SEWER / / , ;, /�(%'�_V W- - ��... `: ,T �/ s+ar9mn a fie• ,�' ,'<, 73 'Y', 4 ' WETLAND 2 (73P) r I sIt SEES EETC4. I _ .v MAT HLINE WETLAND 3 (66P) jCj111 IRv I I I \. � �— mnii mi�eaogN i \ x it I� � 1 I rmtxrvtmR mraee, I 2 �� q I a`1 I\ 1 \I1 v III III II WETLAND L•M I V A � i VI _ aRNlVPowo,.u,„a� 16 ,SPGP ?✓ QLL /Gp- ( r / r a rtxD(r9a ,a 1lNPLAIICU ��—..: 1 WETLAND3(66P) \�\A t �. ♦� Nm•mmPl�raea �\ W9 W wvx TF loo -m mm.�nn 411.'a 'V 1 � 1 �r i I aRNlVPowo,.u,„a� 16 ,SPGP ?✓ QLL /Gp- ( r / r a rtxD(r9a ,a 1lNPLAIICU ��—..: 1 WETLAND3(66P) \�\A t �. ♦� Nm•mmPl�raea �\ W9 W wvx TF loo -m mm.�nn 411.'a I ry •e )A 1 � 1 �r i UNPLATTED WETLAND 1 (64P) NTue HI xxmmnllrorry ,mtpnw Rlmraltm enamm I EXCEPTION \ \ \ \ v \ \ w � \ \ x w \ ur w N \ \ \ \ WETLAAID R,NR w+la•1 m\t•mmRl amts/ JD ANDOVER HOLDINGS,LLC 16360 JUNKR ST." MOWER, MWNESOTA653W m1= -1m 1DOVER LEGACY IV W, ANDOVER, MINNESOTA era vn w�axwx.,w°rn,a n x Pt124 Bepte Bornq yl �y I rt. WETLAND;^`_ ��''�. �/� � : \ham Y i � P1ROETuam � �\ \ \ \♦ k.. m \ � � �� ;. � \ .i � WNN9P9614mn) d • � _ //� %S 1 �SB 45 ��\\\���\ � ` ( \ Don SB�e313� l\I I�bi *�Y \ �.. • \ . . G1Iz3. mmTMulrw.m. // '�2 / ` �/ / \ SB 312 K.— „Y- :\`� / �� err \• I tl / f�a 1 II i -I \\( NORTH � f„o•a ll , . o \\ *5��( �\\ ��\ �` \ I 1 / �\ �w�--,..�;� CAllewa. roue t 12 % I "\ {/ I'll 0 50 -� 100 It 11 ^\ \ \ ✓. �� \� `�� \ \\ \ �\ I I II 1�__, it 'r_"__ 11 I 6 \ \ \ \ l�z 10 � 1 \ \ \ 'Itit lF n / 1 s \�� � ♦. �� �� �\. mm f �'ms l l _��J 1 II I I emma� � �e,mi°o .me�nma�mn PRELIMINARY PLAT RESUBMITTAL 07/0712023 rI ♦ � �C L A N D F O R M —%/ �/ R`bae p flm4bflehb 106S0e3 FIMNvawe Tel: 612-25390]0 MATCHLINE1} \ \� \ ! _ "I/ Mim^e KMN 65101 Web: Iendfa .Net SEE SHEET C4.3 1 \ `m FEENNff CWLOP0019 Aq PROJECT NO. WRI M2003 1 •20� sw0� ` k� .jI-xo,egRUFa_�� STORM I +)A 1 34 O sepee 30'.' 2 I Ill\� III I I I I I I \ Imramnen.n �. �e I °� xrv.enm I I WETLAND 2(73P) I I MK ml,mWe � I I I I I I II II I I I 16 I ' I I I I I II I` I �1Sy II II I 1 1 I 1 I � � , \,1• 1 1. 1, I BOrnq I / 'i 11 ' ` 1 1 B.XPLP � 1. •111 UNPLATTED o LLJ IM".•Im _ `\ / —BFAfQl11101----- P0.PM IIIB mM1MSkW®� \ O PiAV RPOEiY,110 i I i I P'aQ'I �i II 111 II iDli II''I I ---"I 1 1 ; r I I I I I I 111 1'1 1'1;1111 I I I I Seth IIII IIII ' � �11 IBL__ iP-132 „Fr � r y .SB -- ---- ________�___ \ r I � \ Imramnen.n �. �e I °� xrv.enm I I WETLAND 2(73P) I I MK ml,mWe � I I I I I I II II I I I 16 I ' I I I I I II I` I �1Sy II II I 1 1 I 1 I � � , \,1• 1 1. 1, I BOrnq I / 'i 11 ' ` 1 1 B.XPLP � 1. •111 UNPLATTED LLJ O \ mM1MSkW®� \ i I \ Imramnen.n �. �e I °� xrv.enm I I WETLAND 2(73P) I I MK ml,mWe � I I I I I I II II I I I 16 I ' I I I I I II I` I �1Sy II II I 1 1 I 1 I � � , \,1• 1 1. 1, I BOrnq I / 'i 11 ' ` 1 1 B.XPLP � 1. •111 UNPLATTED JD ANDOVER HOLDINGS,LLC IMMNMV.NW ANOOVER.MWNEWTASSb1 m,alrprsrm LEGACY r. ANDOVER, MINNESOTA V I WETLAND 3 (66P) NORTH nlw'.w•e B•IOw. ry ere Nur_' lNrvB voua 0 50 100 wu-aeon M1.ai I\ � � I ras I I I WETLAND a -----_----� x I I I / I_ M(TCHLINE 1 WETLAND 3 (66P) WETLAND 75 .vr✓ 7 r� r... 6 PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M lffi NFIMAv a Tel: 612-252-9010 SUM 513 F. 612-252Wn WneapW MN 55101 WM: IeMf .m1 FUN E p001OP009d03Aeg PR0. mNO. WPI1002003 1 ; r \ _�. \, 1�^ IBL__ iP-132 „Fr � r y .SB -- ---- ________�___ I � I '�\ RSI„ ; � � ; \ �1• �=-------, ,� RPRTBt.Iu I �. , I I a JD ANDOVER HOLDINGS,LLC IMMNMV.NW ANOOVER.MWNEWTASSb1 m,alrprsrm LEGACY r. ANDOVER, MINNESOTA V I WETLAND 3 (66P) NORTH nlw'.w•e B•IOw. ry ere Nur_' lNrvB voua 0 50 100 wu-aeon M1.ai I\ � � I ras I I I WETLAND a -----_----� x I I I / I_ M(TCHLINE 1 WETLAND 3 (66P) WETLAND 75 .vr✓ 7 r� r... 6 PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M lffi NFIMAv a Tel: 612-252-9010 SUM 513 F. 612-252Wn WneapW MN 55101 WM: IeMf .m1 FUN E p001OP009d03Aeg PR0. mNO. WPI1002003 900 wa 900 890 FYeRmraWw Ex"rxcuaNq / 890 E]mwrAa.Rq 890 EmIw6Paw 111111110 / FumrgraWrm 885 Aa N9mGW A 895 x x'YP r 895 880 / 080 KIMIWW 680 Yu'. eiesR NAPErunN� Yp, / 800 Yrnq • 0.E6A / vmxmxvlaum NRCEiNgx Pc9P1Y4EiK qh K.el¢N1 890 RT TEfK+W 885 890 085 � "�®R x ENMN rtsa PEAcmOErulaY tt�`r 885 1E CEIYNICi] SftRGINR K NR9NK+IY / I, I, A D NPa nmPEn m�r•ixi e� / e_loz 880 mu 880 m.lrwsaon ww iwx PP 880 0.2NIA NPcmoE.K+aE NEMiM INCiJ 876 876 2+25 2+00 1+50 1+00 0+50 B+OD #25 FES -100 TO CBMH-102 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 895 wa 895 890 FYeRmraWw Ex"rxcuaNq 090 890 E]mwrAa.Rq 890 EmIw6Paw 111111110 — 885 Aa 085 090,• x x'YP 890 880 •ax 2+25 2+00 1+50 1+00 0+50 B+OD #25 FES -100 TO CBMH-102 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 895 wa 895 890 FYeRmraWw Ex"rxcuaNq 090 890 E]mwrAa.Rq 890 EmIw6Paw M6XFO lNgM — 885 Aa 085 090,• x x'YP 890 880 •ax 080 680 Yu'. eiesR NAPErunN� 800 Yrnq • EEs.lm vmxmxvlaum NRCEiNgx M!YtY K.el¢N1 mm+mwww9 RT TEfK+W 885 RPYMRIRiK+116 WIIIIIRAyEWb =4W 075 ENMN 875 1+25 1+00 0+50 M 0+25 FES -108 TO FES -107 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 900 895 09i e6 880 900 895 N PPAIPNPNiK 1118 000 1+25 1+00 0+50 0+00 -0+25 FES -104 TO FES -103 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 895 wa 895 890 �mn.ms 090 E]mwrAa.Rq rE%6f116GR[Ulq EmIw6Paw M6XFO lNgM — BBS Aa 085 090,• sr]rRa 890 880 •o]x •oa 880 Yu'. eiesR NAPErunN� 800 PEA CERLIIY B80 vmxmxvlaum NnAV NAP [EiM Y�IB �&ly K.el¢N1 005 PwnNRSFru+l» 885 Y enu 875 =4W 075 ENMN PY: Yty PEAcmOErulaY mON KI" enx 1E CEIYNICi] SftRGINR K 870 NRCIIYLETYeI" I, I, A D SNCEINdlt1] PiN1A 880 070 Pd1pm•'N' 070 1+25 1+00 0+50 0M0 -0+25 FES 109 TO FES 110 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 900 wa 900 095 �mn.ms 895 �� rE%6f116GR[Ulq EmIw6Paw — — Aa p.usx PEAQIYNT4 YZ 91cRYCETK pIE 890 PIC)] •o]x EES16 880 Nrwm 800 PEA CERLIIY B80 NnAV NAP [EiM Y�IB �&ly K.el¢N1 005 Ygl]I Pq RY'.w]1 Nrm 885 Y enu Km'.mq asm mow 815 ENMN 1N tl• PEAcmOErulaY mON NA CEiKgx 1E CEIYNICi] SftRGINR KM1M9YiYA0 870 NRCIIYLETYeI" SNCEINdlt1] 880 880 1+25 1+00 0+50 0+00 0+25 FES -106 TO FES -105 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 895 wa B95 890 �mn.ms 890 KmmA rE%6f116GR[Ulq AY.e]e9 Nla +Nex9 mwuw Aa PEAQIYNT4 YZ 91cRYCETK pIE ..fFEYEiK PIC)] Bm 880 800 m-N'Ysmaa B80 1 875 K.el¢N1 RY'M10 NRIkT.LL+IY NRKTµ+1Y Y enu 875 vnnlPR]xPw® Nmm m+aawq mow 815 RWV➢NRCETK+119 PEAcmOErulaY 870 1E CEIYNICi] 870 870 1+25 1+00 0+50 " -0+25 CBMH-112 TO OCS 109 HORZ. SCALE: 1"=50' VERT. SCALE: 1 "=5' JD ANDOVER HOLDINGS,LLC 16390N PBWVERWNMT.NW ,MNNESOiA55]9+ E. Pr.ur,.Y mmmnlEN sans... Prx iznrwsExRn cmi w. y+slun¢i .s.ewmw.w+a+m..+aaraabw.�a nw 695 895 ]. ra.tlmun�aw�m..wubvm�a»..m.nw.P�meq..R ygp1Y �4miYbam✓•./d'i4TNdrv0ntl M�Nb P>^ntl mwven Yanwv,uem.tl Mypws5tlw. PL.WAPMM , W.fW bndry E�pnrnrmxuN+MbgwrymP. DOV> M^eN3f ^�^^fW.Ivpuakd r.menM mMYn. faeW E.4m M4N 090 aPurmRrt mNen TmWll@90 a v�mn�.e..,oe.madm.y�..e�mhrv�esn.rdnvdN�,um� �sNm"oET�Kacr+] > Ppwxwtlmm m.¢o..e�aa.wm..m�+.a�mw. s.ea.�e..ee� P �FIYIMGPWN) 1. CmM1Wb WMMnvaaYnnPCMd X6r.bM0. TIIC LEGACY 885 805 ,o. ca+vtl+.Y.wsbxq.wmssnd,ra....wa..y.sxwnE»,un mNi.m e.ro5u.i.. 'vv iEblmc �¢Ya�usamloox.r rmwx a..iry«..YeNn.a.e.ICI.Sm,w✓.epenm]xdo.w. -- u.N¢wn mNn w,mn�ee,.ao...ewe..i,titn�.R,mwm,dr.¢�.�nxaur¢mr� P9R09'T"izaM `Nv�'w.N ANDOVER, MINNESOTA mmnwRcww rw9ERKqu I Mmum..mx..iPx�.m..aaea T+rox..m�a�..-aawur. u.bw.m.ma..w m.e.b.. N.w NA N:iK 1119 VNM1MLplAVI ,. m x.IrPa 880 a+.+a rz P9^^+tlM^1*mN rvmW"YMtlm. a.an,�. m.mm` ]r.,r Nr (] s.aximo,cr]aammwP9wN.wY 0!n 075 $$ 875 1+25 1+00 0+50 0+00 -0+25 FES 107B TO FES 107C HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 wa 890 �mn.ms iN 61F➢G4Wq '.em]o VCN 0.1NE9 91cRYCETK pIE 885 Emrw9Rauro oom x vas •9". •asx B80 090 875 K.el¢N1 875 NRIkT.LL+IY NRKTµ+1Y vnnlPR]xPw® Nmm m+aawq RWV➢NRCETK+119 870 070 1+25 1+00 0+50 0+00 -0+25 FES -113 TO FES -115 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4 - Know whot's Below. Call Wa q you cog. 7�0 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M fi9x18•eUF.M 105 MFM,A+ TW. 612252-9070 S.9.50 Fa: 612-2Ke " MlRlwxh% MN 55101 W99: WM .rm, FUE g00LDP003 WPAxO PRWEMW.. L6PI7902053 895 895 roP«EOProuro 890mr@IBwwwo mIn11°y 890 ___ �vBa GBTunM ximlu@IcurRG pT.1PRPGaef 885 BB.cI.. 885 BN WY RR LEIyxu vnmluwr,wm PPPN iFA LET.LL 1118 080 BW ky %� -0125 O+W 0+50 1+00 1+25 FES -118 TO FES -119 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 890 885 885 Frsm BMBIPn wmro ex en" 1M�LfiI1,lY IXTNBfAWW IR1%gIW. PoRPIPPFRLELY,IIB 080 880 e 1r PD ,,.Ices �a.un 875 Rx:mu¢aB1 875 IWRiRA10@R11 Npp:mb 11fm50 MGM SeRG0.VE BBPmnoBTuwn 870 'm°ET''iB"MO 870 0+75 0+50 0+00 -0+25 FES 127 TO FES 129 HORZ. SCALE:1 "=50' VERT. SCALE:1 "=5' 890 890 885 rfsin FHWED RWW RxeRaoeRWn" BmrwrnGGxB vxev@OGROuro vxx.xs GPWxG vcvuBru �It161L xv meo rrslm�lmr, m xmoETunu 1P4MCvuGp en: n.w 075 wa u1lu wnxluccuxm _ PDAI➢RPIETLL1110 070 er.r.eyI.Rr 890 885 No 875 870 1+25 1+00 0150 0100 -0125 FES -120 & 120A to FES -121 & 121A HORZ. SCALE: 111=50' VERT. SCALE: 1"=5' 890 890 885 890 885 rfsin FHWED RWW E z Nrenm vxev@OGROuro vxx.xs GPWxG vcvuBru 805 BaBlNGrAOIro e41n11N5 m PoVA,PR No _ 800 vwmu.lu er.r.eyI.Rr wmllv�nwure sIa PPNYFW lEl4111B 875Brcerala vmBETu1Iu 875 880 xmllwvlcunm 870 870 1+25 1+00 0+50 0+00 -0+25 FES 131 TO FES 130 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 885 880 875 870 865 890 090 885 BBSIa U5 enenw GB*u1lu mm er uw FxProrsarn F}Blxfi BPGMO 880 880 n.Ir RGv e'er 875 875 eFSIn Nv:nMo vE@GE*unu M1111P..51MilIRN PPP/➢FFPCELLLwIB 870 870 rt a 1125 1100 0+50 0+00 0125 FES 122 TO FES 123 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 885 880 875 870 865 -0+25 0+00 0+50 1+00 1+50 1+75 FES 170 TO FES 171 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 890 rfsin IM BMW vxev@OGROuro rePGErunu ""ry }PAwb1Aro 11111111 805 BaBlNGrAOIro 805 m m� 890 885 880 875 870 865 -0+25 0+00 0+50 1+00 1+50 1+75 FES 170 TO FES 171 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 890 rfsin IM BMW vxev@OGROuro rePGErunu ""ry }PAwb1Aro 11111111 805 BaBlNGrAOIro 805 m m� vwmu.lu wmllv�nwure PPNYFW lEl4111B 880 880 __ -- �— m'-vPr-- 875 875 870 870 -0125 0+00 0+50 1+00 1+50 1N5 WETLAND 1 (FES 124) TO WETLAND 3 (FES 125) HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 BBS 880 075 890 �'a fif �3 Ta 875 -0+25 0+00 0+50 i+W 1+25 FES 172 TO FES 173 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' JD ANDOVER HOLDINGS,LLC 1658 NPER ST. NW ,W0 R.MWNE TAS m@lilm'+1]N �IDb��ER ••B Tlx LEGACY ANDOVER, MINNESOTA w���utwPw.wA.-x. PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M FmSIbflNA IW SBGIN F1MM. TO 6123525W0 &.513 F. 612252-Wn A nnr .. MN 55101 WB I f.+.l FLE NMAE d0.omm3.6, RROJECr NO. Know what's Below. 77 COII before you dip. LDP1)00L003 11111111 -0125 0+00 0+50 1+00 1+50 1N5 WETLAND 1 (FES 124) TO WETLAND 3 (FES 125) HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 890 BBS 880 075 890 �'a fif �3 Ta 875 -0+25 0+00 0+50 i+W 1+25 FES 172 TO FES 173 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' JD ANDOVER HOLDINGS,LLC 1658 NPER ST. NW ,W0 R.MWNE TAS m@lilm'+1]N �IDb��ER ••B Tlx LEGACY ANDOVER, MINNESOTA w���utwPw.wA.-x. PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M FmSIbflNA IW SBGIN F1MM. TO 6123525W0 &.513 F. 612252-Wn A nnr .. MN 55101 WB I f.+.l FLE NMAE d0.omm3.6, RROJECr NO. Know what's Below. 77 COII before you dip. LDP1)00L003 095 iES,9� 090 885 180 Rsxw PERRELum• =ffi z4 SY 895 090 005 080 -0125 " 0150 1+00 1+25 FES 191 TO FES 190 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 920 915 910 905 900 895 &90 085 075 y\/ 070 885 rzamr moErvvmm runu X1P/9KlYV0 fPLE1N 1118 800 875 870 885 mlaepcvpurM IFR CE PYNo 880 �ExmM II 4R0.m as W, 01.11 676 m]1R0.1 wuuur Mint 114tN1 LAE IWAE PEG OIYCEi4.iR SFEOEiLLMCrI 670 4 -0+25 0100 0.50 0+75 FES 200 TO FES 202 HORZ. SCALE: 1"=50' VERT. SCALE: 1"=5' / •X JD ANDOVER HOLDINGS,LLC S q -6 ^8 NNO M MWNEWTASSJOL d 6 slw. s... Pa,rnraMslul,lnsl -S RaxrcM.lµrncm ^y 4 4q MiE.MnuM W[Y X.sb�ywampbmmbm q F ^q ^y -3 by 4g F 4 ^.4 came Ew�nmwl.R.»...RmoM.p IVDOVER f. vmn{mW a�M'.m�nTianmum¢n.arc.u.eu.ra,YCMbpms9 Y.0 Cmu]9W. 6 P.onV mau NnewutlP^m �5�IP9-'bhma^'4�^9'�M1^IWT B fu'rmbuy wtinnnssNV MLrytlMY..v YVNN. 2hP LEGACY IL c..so�...as.P.wL..MnExaa,w.mrLm.n.sse.arAmusumxl.m.nwwsls....n yy �.�we,°rsr rnuxa..nw.�.uLXa.�s.l°4n.warn.Xti, sxa�... ' mruMwM.sw•�.ar.,�w,nb..m.eaMw�r�l+Lm�+we�.�nxawbsa rano ANDOVER, MINNESOTA I, aa,ow..mwlRaa,.ro.aweM coaonMaRw..+a�aueq u..I �.R..a.aa ML. m+w.MwR / \ 0.r•I,IDz / \ rEW'fNP6PWW xtm•ReAm / MARrawxR rERarr aFuart --____ FL LIW IID M�R03,3M i0 ----- �� RW W.MI Warn `\���\ XR.erp.sp pM esem M1•p � 4 E1gjXbl ,w� RiB 0.03^ 1S➢ FINQIYRElLL101E PM.WH wax �mnvwLE _ PERC11YpELALGIA s¢aruacr3 >. u Is•�oazx ____________________ — S1L1� •fY� IPPoP E'.ISPC 920 915 910 905 900 895 090 805 880 S_ I 875 IINRAA Pmcnuuu LmmiA.amu4m gPgIPPfP.[fT.LL111R 870 -01160 0+50 1+00 1+50 2+00 MO 3+00 3+50 4+00 4+50 5+00 5+50 6+®10 EX. FES -1204 TO EX. FES -1200 HORZ. SCALE: 1"=50' vmu so��mby.a..+na..xa��++.l.nl...tlslxssysom •X JD ANDOVER HOLDINGS,LLC S q -6 ^8 NNO M MWNEWTASSJOL d 6 slw. s... Pa,rnraMslul,lnsl -S RaxrcM.lµrncm ^y 4 4q MiE.MnuM W[Y X.sb�ywampbmmbm q F ^q ^y -3 by 4g F 4 ^.4 -01160 0+50 1+00 1+50 2+00 MO 3+00 3+50 4+00 4+50 5+00 5+50 6+®10 EX. FES -1204 TO EX. FES -1200 HORZ. SCALE: 1"=50' vmu so��mby.a..+na..xa��++.l.nl...tlslxssysom JD ANDOVER HOLDINGS,LLC • i6)09JUN•ER6T. NW NNO M MWNEWTASSJOL 2 MWMs. A1g1201N]M slw. s... Pa,rnraMslul,lnsl RaxrcM.lµrncm PCPr��L'CW. 1�t4GNC161 MiE.MnuM W[Y X.sb�ywampbmmbm Gnmw,ryv+.apwW,bWkabtlmM111gapMtl[pAq. numb came Ew�nmwl.R.»...RmoM.p IVDOVER f. vmn{mW a�M'.m�nTianmum¢n.arc.u.eu.ra,YCMbpms9 Y.0 Cmu]9W. 6 P.onV mau NnewutlP^m �5�IP9-'bhma^'4�^9'�M1^IWT B fu'rmbuy wtinnnssNV MLrytlMY..v YVNN. 2hP LEGACY IL c..so�...as.P.wL..MnExaa,w.mrLm.n.sse.arAmusumxl.m.nwwsls....n yy �.�we,°rsr rnuxa..nw.�.uLXa.�s.l°4n.warn.Xti, sxa�... ' mruMwM.sw•�.ar.,�w,nb..m.eaMw�r�l+Lm�+we�.�nxawbsa rano ANDOVER, MINNESOTA I, aa,ow..mwlRaa,.ro.aweM coaonMaRw..+a�aueq u..I �.R..a.aa ML. m+w.MwR It CuwauXnpwx�mmnnmcercuwgwuv„xm,Mtlrcmmxvm p =aawlMw�L,bP�ra,mrE�.rM WM 4- Knowwhat'sBelow . 78 Call before you dig. PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D P O R M es,5•LmN 1056aetth MA. TO: 612452-9070 6u1te513 Fm: 612452-8077 Mlnr p°is.MN55401 Web: Ier,Obm.lrot REN E CLOa0Po020R3.Rry PROJECT W. mpt? W3 JD ANDOVER HOLDINGS,LLC IMNi V.NW N1pW MWNEWTAS \\\} mntmsrm I I T1(� K D 9R LEGACY �j. .. —7 `—� ANDOVER, MINNESOTA C 10 r = - C6.11 �� u C6.8 J 1 . 106.4. -`� C PRELIMINARY PLAT RESUBMITTAL ' C6.1 07/07023 L A N D F O R M o � i div 1p5 1.Av TY'. 111.t5,Wl &.513 F. 811.151AOP aW' Wnaap fa.M Wel IaMlam.net FULF00.0PoYiA d, 1 ' aw PROIEtfNO. LCPI]00100] NORTH e Know what's . 02 all ' 1 AVENUE N.W. Bp wWeeNim Y Ivslfl wm It Meil.'d \ �� MHEVmim � xlfi M,"I"m lvC�m e e• JD ANDOVER HOLDINGS,LLC I6MJUNP F.MY ,NMR, MWNMTA 55301 1N plmtmltN Nb6V x LEGACY lrI ANDOVER, MINNESOTA MEEK.• 915 910 905 feA.a...xw. r.rrrwr'�i�u� Pmrtm sxm, m1.e R7rxi iAvmn I!!lL1N um/t1mRD om6criors xwlxem PAarue mmmlr uam Imm roue Armuw +Ar" mmme cy D4_e' em•le4 lL.m ISlsl Wlyl "'-we Iml]VeL 1".. Iv WAfpnn SYLn irmne.o,m ,riser mem � � IPE1Meum M 6iAlpmm 1Y10 WPISSW IAWAEI IIIA/ ]I W sm M0F'bin ,LNSt jj � Sli MKApISm MMFr.My tliA 2a 2 men 3 � Wm tw`.tmm ur IerAm tl➢illYr lemxmx IemumA xmfmuel al � � AVENUE N.W. Bp wWeeNim Y Ivslfl wm It Meil.'d \ �� MHEVmim � xlfi M,"I"m lvC�m e e• JD ANDOVER HOLDINGS,LLC I6MJUNP F.MY ,NMR, MWNMTA 55301 1N plmtmltN Nb6V x LEGACY lrI ANDOVER, MINNESOTA MEEK.• 915 910 905 feA.a...xw. r.rrrwr'�i�u� Pmrtm sxm, m1.e R7rxi iAvmn I!!lL1N um/t1mRD om6criors xwlxem PAarue mmmlr uam Imm roue Armuw +Ar" mmme cy D4_e' em•le4 lL.m ISlsl Wlyl "'-we Iml]VeL 1".. ltf SYLn JAq ISp'mIM' ImIAdSm «IfA.IW C1B eM8 W'EA imW 1AW 1Y10 WPISSW IAWAEI IIIA/ ]I W sm I'NpVI It. 165'OilOw IY6RffiI emm MO m Is•nm twIN, WLm men «Ib IW'#AN IN➢.nor «OpraW ur IerAm flnm lemxmx IemumA xmfmuel al mrwW wtlAm role Imm Imf Vlrn 1em51]tl1 IA1]nt ue m.mm mm xro'teoM leiml,lem Iweer.oml m W.mm ou•mlr mom mus meu Imnslw IenleWu usmmll m m.lut elrmm• smm IN mm xa•Auw lesxoans umeoam fro m m M. Ibr«9,Y Ie11WR51 1WUrXm a n•mn mrlox mom vrM xmW Im�omw lemivm, uvfmavn ms m.nm e7rerm mom ,un msv7 xioaww lenluief mmmW Im ]pm4 IA IN'mmw 0Wm WW,W Oe A.m/3 mruM mOm imlo W'. NlYefnw Wpn 1yA]nu MI ««sm mn me�mllw ;emlmn, ueWram AVENUE N.W. Bp wWeeNim Y Ivslfl wm It Meil.'d \ �� MHEVmim � xlfi M,"I"m lvC�m e e• JD ANDOVER HOLDINGS,LLC I6MJUNP F.MY ,NMR, MWNMTA 55301 1N plmtmltN Nb6V x LEGACY lrI ANDOVER, MINNESOTA MEEK.• 915 910 905 685 , PRELIMINARY PLAT RESUBMITTAL 07107/2023 681, It It Kmw what's Below. L A N D F O R M 875 C1311 before you dig. R 5ttt-� 0 l Xi9 FlMAvenue TN: 612352A070 inw 11 -DU 11+1u 1W 1UM 0 9-59 9+00 6+50 6+00 7+50 7+90 6+50 6+00 5150 5+00 4+50 4+DD 3-50 3-00 2+50 2+00 1-50 1+00 D+50 0x00 0+25 Dulle913 F. 612352.907! Wr,W,AIMN55e01 We. h r.,lmt FLE WJAE C601L6PW2m].dq db PRWETNO. 1DWINaWJ _ STREET PROFILES 166TH AVENUE N,Vl. iiii 00 C6.1 r.rrrwr'�i�u� � mmamrmawowar- 685 , PRELIMINARY PLAT RESUBMITTAL 07107/2023 681, It It Kmw what's Below. L A N D F O R M 875 C1311 before you dig. R 5ttt-� 0 l Xi9 FlMAvenue TN: 612352A070 inw 11 -DU 11+1u 1W 1UM 0 9-59 9+00 6+50 6+00 7+50 7+90 6+50 6+00 5150 5+00 4+50 4+DD 3-50 3-00 2+50 2+00 1-50 1+00 D+50 0x00 0+25 Dulle913 F. 612352.907! Wr,W,AIMN55e01 We. h r.,lmt FLE WJAE C601L6PW2m].dq db PRWETNO. 1DWINaWJ _ STREET PROFILES 166TH AVENUE N,Vl. iiii 00 C6.1 910 905 —nom.- pJ ✓` _ \9 \\\� �' 1\ 4`\ +�" p¢m You+ TNIGFM IRSIN Lae/<3Yfm ppmloN xpxnm+p awamp n7p o4vm aYvw m s¢m aYvnerl IY3mmY .ntmme cIe v.nY mn muI I7na+lw IwmLmfx «ILYmw <» m•leal vlvsr smm nm nvv xw«uw Iewvma «vxoarW sham smW IMSIM ro+YWY nlleara+ ui twm loa rev«mw Ier«oam .em co e4aY W+aa 7xm IYm 3YIv wnsmw IYWme «Wmnn 71.mm Wrlmer mm mm Lm +xwm mm IS59tLOw IYsntYt ememwt <» m.v+m xs+nr amm xlvzL«w Ieemaenl «emaaYa c» wnn mtsr emav 3Ym «ISL xev�mxrvl IWa«a7 emm7aoW ,m.�.,. �uamn .eom +«Ym Imm ws>mr Iemwsm .m�»+Y. <» Y.m z ov+rm amm m+e Yxelaw Imvemn «YW.i�u a� mwvr arlvm rom mIn Imm YrvYmw lerv«sa+ «YYtn' Ym xYwnw IYs+oW« .mYtmn "° m.mW mm xmaYw Wm,W Y,la 166TH AVENUE N.W. C9 »•m01 WSHII' !mm 310U 3%e0 161YfIW 1+)110.+04 IaYnDll � a- wauv Yam C MerAu.Yav 4� Mee3Wu fl ua.Lz � A ` 1 \ • 1 1 1 1 \ ®y I 695 MSfA ]Ab11 ma B96 I � \ 1 d T .. .:--- — ---------- ___-.B60 \9 \\\� �' 1\ 4`\ +�" p¢m You+ TNIGFM IRSIN Lae/<3Yfm ppmloN xpxnm+p awamp n7p o4vm aYvw m s¢m aYvnerl IY3mmY .ntmme cIe v.nY mn muI I7na+lw IwmLmfx «ILYmw <» m•leal vlvsr smm nm nvv xw«uw Iewvma «vxoarW sham smW IMSIM ro+YWY nlleara+ ui twm loa rev«mw Ier«oam .em co e4aY W+aa 7xm IYm 3YIv wnsmw IYWme «Wmnn 71.mm Wrlmer mm mm Lm +xwm mm IS59tLOw IYsntYt ememwt <» m.v+m xs+nr amm xlvzL«w Ieemaenl «emaaYa c» wnn mtsr emav 3Ym «ISL xev�mxrvl IWa«a7 emm7aoW ,m.�.,. �uamn .eom +«Ym Imm ws>mr Iemwsm .m�»+Y. <» Y.m z ov+rm amm m+e Yxelaw Imvemn «YW.i�u a� mwvr arlvm rom mIn Imm YrvYmw lerv«sa+ «YYtn' Ym xYwnw IYs+oW« .mYtmn "° m.mW mm xmaYw Wm,W Y,la 166TH AVENUE N.W. C9 »•m01 WSHII' !mm 310U 3%e0 161YfIW 1+)110.+04 IaYnDll � a- wauv Yam C MerAu.Yav 4� Mee3Wu fl ua.Lz d mbYY \ Lvc Lmm 695 MSfA ]Ab11 _______ vsrA �e•YY V ELLV Wil MSlA li4ow MHM Wm x. W.Ie Lua Wm m 6F% r_ Lmx7es \ 1 1 _______ B96 I � Ya«s T .. .:--- — ---------- ___-.B60 1 I we 11 1 A 1 Ymia BBI) 875 I vsrA �e•YY V ELLV Wil MSlA li4ow MHM Wm x. W.Ie Lua Wm m 6F% W SiR 1s41m M IIF YI V MarAae4vm MiaLEMnm x«m mama LvclWm 8 - Know v4mrs 13910W. Call boorio you t. 91" 905 900 B95 � / T 685 \ � / FYL41NG WgIMJ qq qq g .y i s •^ yy $§ gg a s 8 q .R .s -6 .R -c g N m s p q mil 49 °7® $p §g BB9 075 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 10+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+60 13+00 12+50 JD ANDOVER HOLDINGS,LLC 1WO8 NKRST. NW MWVER MINNEWTA5 . leapcaam DOVER LEGACY yr ANDOVER, MINNESOTA �" s�ut�i4rvw "�•�" PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M •••SmmRBh tO56aYFTMnvYnY T% 612.2UM7U 6uft SI3 F. 612252 -Nn WnrAapWs, MN 55901 W&. 91rM7Wm,rYl FU NN cB02Lap03 -m Aq STREET PROFILES 166TH AVENUE N W. r_ 11 \ 1 1 \ m�v I � Ya«s � 11 1 I we 11 1 A 1 Ymia I I 1 I 1 1 1 W SiR 1s41m M IIF YI V MarAae4vm MiaLEMnm x«m mama LvclWm 8 - Know v4mrs 13910W. Call boorio you t. 91" 905 900 B95 � / T 685 \ � / FYL41NG WgIMJ qq qq g .y i s •^ yy $§ gg a s 8 q .R .s -6 .R -c g N m s p q mil 49 °7® $p §g BB9 075 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 10+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+60 13+00 12+50 JD ANDOVER HOLDINGS,LLC 1WO8 NKRST. NW MWVER MINNEWTA5 . leapcaam DOVER LEGACY yr ANDOVER, MINNESOTA �" s�ut�i4rvw "�•�" PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M •••SmmRBh tO56aYFTMnvYnY T% 612.2UM7U 6uft SI3 F. 612252 -Nn WnrAapWs, MN 55901 W&. 91rM7Wm,rYl FU NN cB02Lap03 -m Aq STREET PROFILES 166TH AVENUE N W. eI \ I1 •qY4 1 1 1 1 1 1 1 \ 1 1 1 J -- T� gaII I I u � ir------- :,I I ISI I 1 �� II III I it Seg I MAKAH STREET N.W. 58+25 58+00 57+50 57+00 55+50 56-00 55-50 55+00 54+50 54+00 53+50 53+00 52+50 52+00 51+50 51-0 50.50 50+00 49,75 e JD ANDOVER HOLDINGS,LLC IMNPMV.NW 'H R.MWNEfi0TA5 mm�xws,m AN DM LEGACY �r n! ANDOVER, MINNESOTA ... .S�,a.....�........00�. PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M 1M55 FIMArYiue Td: 512-2!oA M ® &. 513 F. 612 2U -9n MI.M,MN55-i Web: IeWh .rnt FLENMtE GSWLOPoS]-0lV.4 ' PROIECTNO. NORTH 82 Kmw whal'f Below. neNmi Call belor• you dg. 0 50 100 LOP1iW2W2 910 F 910 � 't, vmAm•Ym i� � E MsrAa.mm / 905 S MaEV. Y,m C C / xac ,mae i 905 900 / 900 / / 895__--- _ _ _ _ 5r®•SWmuY / .rm+ 895 890 wase Yes sNsreYaavwo 890 M nAYwsm MaEv:gp a Y.ie azYx 886 805 58+25 58+00 57+50 57+00 55+50 56-00 55-50 55+00 54+50 54+00 53+50 53+00 52+50 52+00 51+50 51-0 50.50 50+00 49,75 e JD ANDOVER HOLDINGS,LLC IMNPMV.NW 'H R.MWNEfi0TA5 mm�xws,m AN DM LEGACY �r n! ANDOVER, MINNESOTA ... .S�,a.....�........00�. PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M 1M55 FIMArYiue Td: 512-2!oA M ® &. 513 F. 612 2U -9n MI.M,MN55-i Web: IeWh .rnt FLENMtE GSWLOPoS]-0lV.4 ' PROIECTNO. NORTH 82 Kmw whal'f Below. neNmi Call belor• you dg. 0 50 100 LOP1iW2W2 I I I 1` / / / m / H/ F�O 085 880 L I I I I I I I I I I 1 i �N --/ Alb FA a ML . FA9N1G � mwom G W f k sna+s.w I 900 7 B xu q 3 � wsu nwr.n 4s MIiEV: pIA wew •om svc:,xm � W nvm Y6'4'1fN' Marcxmx CID a wiluvu+» 895 • � p I a.n ac: wsm noauf 890 i n.n 085 880 L I I I I I I I I I I 1 i �N --/ Alb FA I I � —___ —�L_ ml I I • 1 -� I l _—_ _ I I 1 ONEIDA STREET N.W. a ML . FA9N1G � mwom G W f 7m `WHite sna+s.w I 900 ern..+ xriu� smm xu w�w1s mrm+w MSIRMWm 4s MIiEV: pIA 695 svc:,xm � W nvm Y6'4'1fN' Y1N1W IW+11901 CID H.SEB m+'!Tr 6V D1 +ml+ >+ep 1 � iWieM M c+ mr»m sam n.n xm savvw +x�wrwr I gg I I � —___ —�L_ ml I I • 1 -� I l _—_ _ I I 1 ONEIDA STREET N.W. oesewtaamJ _ 885 880 68+75 6B+50 66+00 67+50 67+00 66+50 66.00 65.50 65.00 6450 61.00 63.50 63+00 62.50 62+00 61+50 61.00 60.50 60+00 69.75 PMr9 a ML . FA9N1G � mwom G W f 7m `WHite sna+s.w +eromxm xxm.n+a 900 ern..+ xriu� smm xu w�w1s mrm+w MSIRMWm 4s MIiEV: pIA 695 svc:,xm � W nvm Y6'4'1fN' Y1N1W IW+11901 CID H.SEB m+'!Tr 6V D1 +ml+ oesewtaamJ _ 885 880 68+75 6B+50 66+00 67+50 67+00 66+50 66.00 65.50 65.00 6450 61.00 63.50 63+00 62.50 62+00 61+50 61.00 60.50 60+00 69.75 PMr9 III X. L T1 P61J5 iAWNr IENCM I /L1CRV fAELTq! ML . FA9N1G mwom F O R M 7m `WHite sna+s.w +eromxm xxm.n+a u ern..+ xriu� smm xu n.n mrm+w +w+pwa +sxx.xa 4s etWOi 06011OP002L6I '/MY Y6'4'1fN' Y1N1W IW+11901 CID H.SEB m+'!Tr 6V D1 +ml+ >+ep B+T595+w iWieM M c+ mr»m sam n.n xm savvw +x�wrwr 4 - Know what's Below. Call belore you d'p. JD ANDOVER HOLDINGS,LLC IMJUNKRST.NW MMM. MWNESOTA SSiM n+amrrz. IDMR LEGACY ti v ANDOVER, MINNESOTA PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M 7m `WHite IW5 I]h FlMAvenue Tel 612.2UM 0 SU0513 Fm: 612-252-i0P Wr,.pals. MN 55101 W kC W fa .fel FUE 06011OP002L6I PRO uN0. mp170 m EMERGENCY VEHICLE ACCESS TO MAKAH ST, N.W. 910 910 a R ki 905 34 �fr�'•10.91 vsrA lnuv a EuvmeNFw Rm vecvesw Ae 4MIe 900 !!� RnsrA+.xss ¢➢ m azveauo ruvA1$YSi N 900 n a � rsx rvn18 mca.n 895 895 .6n vielwr+muroJ—_—__—_ 890 890 2.25 2+00 1i 1M 0+50 0+00 -0 25 JD ANDOVER HOLDINGS,LLC 16960NNKRU W MMM R.MWNESOTAS 1u 01xµos,ia LEGACY NOV ANDOVER, MINNESOTA PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N D F O R M lIk9 I.A�Ue Tel: 812-252A070 ® 9u11e51S Fu 812-282-9077 Mln.WAINMN55101 Wee: WM(pm.rrei F6E NAME COMlOPo0110.101 GRWECTNO. 0:17W20W NORTH /yJ STIRIET e FILEI Know wNgl Below. 1 Call before you dig. 0 50 100 2 r. s k � 1 -------- Yak�� S � IN IN LL —` \ \ a WOODCHIP TRAIL 895. Ila Al iey3n>d} no�ss€ til: MBI®•OM Lj --- ne9e9cxauro am a1a+`� '44 3� OR <AF a•f ] 11N .tNa IOiI _ 11r}. r` -- L�aY.— E 116 fAWWl 875 870 000 0150 1.00 1'50 200 2450 3x00 3x50 400 4-50 51W 5150 600 6450 Tp 7450 54 545u ane yrw 1Mne 1v flu 11� la^x — ia-w JD ANDOVER HOLDINGS,LLC 16MMNPERST.NW MR. MNNEMTP55]0. IFiry1N7N'III. LEGACY ANDOVER, MINNESOTA 895 6 000 ��.., `••r��e...w...'.....,:�,.'... 875 PRELIMINARY PLAT RESUBMITTAL 870 0710712023 L A N D F O R M Nm8 Ur. 8 1053 %Fft A. TN'. 512.2W2 0F. FLEN612-252-907! MlnlgapoYs. MN 55101 WW: kM ,nel FIENPME Cfi011OPo03L0.1.4nq ' P WECTNO. 1 17MW3 TRAIL NORTH PROFILES 66 �VOOOCHP TRAIL Know what's Below. • Call before you dig. 0 50 100 ".i k; lg 000 0150 1.00 1'50 200 2450 3x00 3x50 400 4-50 51W 5150 600 6450 Tp 7450 54 545u ane yrw 1Mne 1v flu 11� la^x — ia-w JD ANDOVER HOLDINGS,LLC 16MMNPERST.NW MR. MNNEMTP55]0. IFiry1N7N'III. LEGACY ANDOVER, MINNESOTA 895 6 000 ��.., `••r��e...w...'.....,:�,.'... 875 PRELIMINARY PLAT RESUBMITTAL 870 0710712023 L A N D F O R M Nm8 Ur. 8 1053 %Fft A. TN'. 512.2W2 0F. FLEN612-252-907! MlnlgapoYs. MN 55101 WW: kM ,nel FIENPME Cfi011OPo03L0.1.4nq ' P WECTNO. 1 17MW3 TRAIL NORTH PROFILES 66 �VOOOCHP TRAIL Know what's Below. • Call before you dig. 0 50 100 1 ,7�- os�e ,1 , 'cry _ -21 / JD ANDOVER HOLDINGS,LLC IMXN•ERST.M4 / MMM. MNNMTA SS191 /� mm+wslm .���i:,\ /�1 gym �.-: •�.� —,.�—. QUAPAW STREET N.W. VSfkn�MA Ie¢ermm sLmas maer•In mm L.L:INm b lmA 90 9W 685 BBD -_ _- _ _ FYJelWipeCl4n — - 875 875 2tya„e' � / , M�l 3 I , i , 9D5 9W 895 V Se�nNey V AEV 1801 msranwm lesu: m.xu 890 a meay.•im Y_ se wuev wu LVC 16m 885 1 ,7�- os�e ,1 , 'cry _ -21 / JD ANDOVER HOLDINGS,LLC IMXN•ERST.M4 / MMM. MNNMTA SS191 /� mm+wslm .���i:,\ /�1 gym �.-: •�.� —,.�—. QUAPAW STREET N.W. VSfkn�MA Ie¢ermm sLmas maer•In mm L.L:INm b lmA 90 9W 685 BBD -_ _- _ _ FYJelWipeCl4n — - 875 875 .1. Jp.w 41. 61MN 3 "u 911x1 J5 -W 3>HN :11Su NNW W3 33100 33-50 32W0 31-50 311W 30+50 W0 19150 29100 28-50 28-W 37-50 27-W ] m 26100 25150 4- Kmw what's Below. Call before you dig. N66)r �R LEGACY ANDOVER, MINNESOTA .res �ew 6 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M F slbnehb • 1M5 -Fit Aumnue Tel 812-252-9070 S ft 513 Fes: 812252-9077 Wrmap0s, MN 55 W1 Wet: Wndlam.mt FLENWE CE91LDM2L .d, —C E-71( LOP17W2USJ M�l 3 .1. Jp.w 41. 61MN 3 "u 911x1 J5 -W 3>HN :11Su NNW W3 33100 33-50 32W0 31-50 311W 30+50 W0 19150 29100 28-50 28-W 37-50 27-W ] m 26100 25150 4- Kmw what's Below. Call before you dig. N66)r �R LEGACY ANDOVER, MINNESOTA .res �ew 6 PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M F slbnehb • 1M5 -Fit Aumnue Tel 812-252-9070 S ft 513 Fes: 812252-9077 Wrmap0s, MN 55 W1 Wet: Wndlam.mt FLENWE CE91LDM2L .d, —C E-71( LOP17W2USJ -- _ -_— -130 4---jN11 H. ASN E " N. --------- ---,-------- A - ---- O - 1 a 1I N jP la9 NORTH 170TH AVENUE N.W. 000 -- I I I I I I I PIP 0 50 100 JD ANDOVER HOLDINGS,LLC 1WMJUNnRST.W A VEKMVNE90TA570+ 1 01] 1. LEGACY t ANDOVER, MINNESOTA E W.. - 0+50 8+00 0150 1.00 1+50 2+00 878 080 865 875 asn efio L 875 a zg ] "R 'yg 8 A. a mfg m eoo QUAPAW STREET N.W. +n.sm nc7»+ AgF' 19 4;g f 095 905 905 r+xs+EEEPgXq 090 900 900 \ - y x `C 005 895 i 095 9y 880 890 Y PA++mmra ? 890 � g LLLE m i 075 885 - - - - - - - - - - - - 805 ++xseEnr+oiw 0+50 8+00 0150 1.00 1+50 2+00 878 080 865 875 asn efio L 875 42+75 42+50 42+00 41+50 41+00 40+50 40+00 39+50 39+00 30+50 38+00 37+50 37+00 36+50 Z. Know What's BeIOW. Call b•fm• you dg. PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M FAE•S*XRdh 105 t FNMA.. Td'. 612-25&970 SU10513 Far: 612-252-90n Mlnros�B,MN 55161 WM: aWfO+R1,m FEFw E CM+M)PM2 Aq PRO.IEm NO. 1 17M= zg ] "R 'yg 8 A. 42+75 42+50 42+00 41+50 41+00 40+50 40+00 39+50 39+00 30+50 38+00 37+50 37+00 36+50 Z. Know What's BeIOW. Call b•fm• you dg. PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M FAE•S*XRdh 105 t FNMA.. Td'. 612-25&970 SU10513 Far: 612-252-90n Mlnros�B,MN 55161 WM: aWfO+R1,m FEFw E CM+M)PM2 Aq PRO.IEm NO. 1 17M= ROAD SIGN • TYP. • t -4 1r ROAD SIGN • TYP. 1:15 TAPER 55:1 TAPER is NORTH 0 100 200 JD ANDOVER HOLDINGS,LLC MWVER.MWNEWTA5 mN+Tmsm DbNyER LEGACY r� ANDOVER, MINNESOTA F 1• 11,. I I I I li RIGHT OF WAY„ I' I EDGE OF GRAVEL (3') v I lid EDGE OF BR. n 4 0 39 1:15 TAPER i—.---- _ ---r 12 ' 1z 12 - 1291' _ Ak-.1295 ROANOKE STREET N.W. ;2:1 0T y +_ _1.- - , 06• '>, 55:1 TAPER 715' 194.66' 300.3T I I-- Z CD W NORTH "�'�`„^ • .. 0 50 100 I I I I I I \ If .n<ra.Nasw.�o..,.roa..wm I PROTECT POWER POLE—, ' PRELIMINARY PLAT RESUBMITTAL ,I `, / •\ �a--^'— 07/0712023 I I i t I 299.97' R 194.BT 714.98' n �- -- - 12 L 1z � 12........ L A N D F O R M "-1295' i - -- — -—RIGHTOF WAY=f— - Fm5l1et1MA • • 1208'_- y r- --12. _ _. .. _ — i 1053auMFIMAvenus Td: 812-2524970 55:1 TAPER—' , Su9e5t3 Fu: 512-252A077 I, n 1:15 TAPER x MlnrepMs. MN 55101 Wm: lane .net j I r FILE "E Cfi0110Po02 .M9 j PROIEcrxo. wv1709za03 FZ NORTH STREET PROFILES C:) wC?U 7TH AVE. NX. LANE WIDENING 0 60 100 � • r. « - _ J V v fir. L -- H IL I _ np, RIGHTOFWAY-„ 1:15TAPER,4"I EDGE OF GRAVEL (3'( ROAD SIGN -TYP. I �J EDGE OF BIT. � i Ill I I PROTECT POWER POLE-, ROAD SIGN • TYP. • t -4 1r ROAD SIGN • TYP. 1:15 TAPER 55:1 TAPER is NORTH 0 100 200 JD ANDOVER HOLDINGS,LLC MWVER.MWNEWTA5 mN+Tmsm DbNyER LEGACY r� ANDOVER, MINNESOTA F 1• 11,. I I I I li RIGHT OF WAY„ I' I EDGE OF GRAVEL (3') v I lid EDGE OF BR. n 4 0 39 1:15 TAPER i—.---- _ ---r 12 ' 1z 12 - 1291' _ Ak-.1295 ROANOKE STREET N.W. ;2:1 0T y +_ _1.- - , 06• '>, 55:1 TAPER 715' 194.66' 300.3T I I-- Z CD W NORTH "�'�`„^ • .. 0 50 100 I I I I I I \ If .n<ra.Nasw.�o..,.roa..wm I PROTECT POWER POLE—, ' PRELIMINARY PLAT RESUBMITTAL ,I `, / •\ �a--^'— 07/0712023 I I i t I 299.97' R 194.BT 714.98' n �- -- - 12 L 1z � 12........ L A N D F O R M "-1295' i - -- — -—RIGHTOF WAY=f— - Fm5l1et1MA • • 1208'_- y r- --12. _ _. .. _ — i 1053auMFIMAvenus Td: 812-2524970 55:1 TAPER—' , Su9e5t3 Fu: 512-252A077 I, n 1:15 TAPER x MlnrepMs. MN 55101 Wm: lane .net j I r FILE "E Cfi0110Po02 .M9 j PROIEcrxo. wv1709za03 FZ NORTH STREET PROFILES C:) wC?U 7TH AVE. NX. LANE WIDENING 0 60 100 � SEDIMENT CONTROL LOGS NO SCALE Aft BOULDER RETAINING WALL wr NO SCALE SWING GATE NOSCALE gkWWV 174 wt Y12. cxm � SSM Po'MK uD�"� WmMa WC II hs" 1 n DITCH MUCH I I 1YPES: STPAW, WOOD FOR. OR COIR rz . - 10Pi ro u -saewn swu � verso uww cwnowz (HAY OR STRAW) op ° µ ai.w. a waowrw m TT WPM WOOD CHIP, COMPOST. OR ROCK soi SEDIMENT CONTROL LOGS OVP� Vzs/zo s1u,wRNO w.w�xs C I T Y O F DOVE 602 SEDIMENT CONTROL LOGS NO SCALE Aft BOULDER RETAINING WALL wr NO SCALE SWING GATE NOSCALE SILT FENAft CE wo NO SCALEwr ROCK CONSTRUCTION ENTRANCE NOSCALE MAILBOXCLUSTER NO SCALE gkWWV 174 wt Y12. cxm A J II hs" 1 n DITCH MUCH I I fi W rz . - 10Pi ro aegis. mT°1e -saewn swu � verso uww cwnowz (HAY OR STRAW) SILT FENCE wze/� µ D (DOVE m TT soi SILT FENAft CE wo NO SCALEwr ROCK CONSTRUCTION ENTRANCE NOSCALE MAILBOXCLUSTER NO SCALE A DITCH CHECK/ LOW POINTS IN ROADS NOSCALE NO SCALE rij JD ANDOVER HOLDINGS,LLC 163WJUNIPERST.NW ANDOVER,MINNESOTA55306 R@13).. D6 -VER LEGACY ANDOVER, MINNESOTA • 1• e Z PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M R saevplm 105 AFMAmae Tel 6122 52-9 0 7 0 Suite 513 Fac 612=Mn MInn.M., MN 55001 Web: IaWfw .net FILE ME CRIWPXO2 3D PRWECTNO. LOP17002003 nwE Cn Ept4 9NRO mw. r A J nSxWA Poon a I...� DITCH MUCH 11'x.....` peer SECRON DITCH CHECK (HAY OR STRAW) �v=<7oo µ TT OVP� 603W A DITCH CHECK/ LOW POINTS IN ROADS NOSCALE NO SCALE rij JD ANDOVER HOLDINGS,LLC 163WJUNIPERST.NW ANDOVER,MINNESOTA55306 R@13).. D6 -VER LEGACY ANDOVER, MINNESOTA • 1• e Z PRELIMINARY PLAT RESUBMITTAL 07/0712023 L A N D F O R M R saevplm 105 AFMAmae Tel 6122 52-9 0 7 0 Suite 513 Fac 612=Mn MInn.M., MN 55001 Web: IaWfw .net FILE ME CRIWPXO2 3D PRWECTNO. LOP17002003 p Gwr�aopR ,,.,T _msifioael --1N¢ 1,L 1R11E99 �S10.4CiNO1COMPALIFDfLL6PEOUflEDRYq� DtIERw$E m rep9 FNG PNY (BOTTOM MUST EVITABLE BE Y GGIL ENGINE MUST BEPKROVFD BY SOILS ENGINEER) FULL BASEII BOIUNLESS VI OMM DIRECTED BYE RVCLVR4l COMPACTED FILL IF REQUIRED jtYP) ANY FILL -GST LIE ON SUITABLE BEARING SOIL. (BOTTOM MUST BE MP OVEO BY SOILS ENGINEER) LL BASEMENT WALK OUT TOPSOIL OWE.BYMB. NO SCALE NO SCALE ANY ..LE SOK NIT R -L YUst IE ON GAMBLE BEUB,IG —VAUANSGIL 1MTERA-UNLEGS 9JL(WitLe NUsT BE MTb4p BY L U NIESS NLESS OTHERNLSE EO15 mawast) OTHERWISE DIRECTED BY ENG. UNEGIEB BY ENG. A FULL BASEMENT LOOK OUT (FBLO) NOSCALE `xW5E1£Lr ' �I `SEIEOI8aI5LL� 11 LeGPJOE L -J Jllj uniuwLi — 84GxFlLLNAIEPI� L- L -J L SSRI6 fAdN0 LTJ (\ fA'NSElELi � � .BFNCXN4'. � BOitCMOF \ BpLgLLM9RflW / NA 1&E \\\LLLIIIIII � >FRw xpmuflREDSDL \--W MIN IS IN 4woBnuvBEo$aL SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) NO SCALE C E CLEAR 10' CLEAR GRONZONE GROUND t%BLOPE G9y1m D 'f0 P E95TING BVBGBPDE f YWO'JOCRIPG A WOODCHIP TRAIL v NO SCALE SEED MIX SHALL BEBN$R.0. MSCAAME CONOT _ W1..IES (SEE RIANS) ($EEPVNS) N� A INFILTRATION BASINS (TYP.) v NO SCALE NOTE: DENO ING TO BE USED INHERE FILL IS BEING PI -AGED ON EXISTING SLOPES OF MI OR STEEPER SOIL CONSERVATION SLOPE BENCHING NO SCALEmw A LOT BENCHING NO SCALE 0 JD ANDOVER HOLDINGS,LLC 15MJUNIPERST.M ANDOVER. MNNESOTA55304 TELS'DR,'. NDOVER` L_E�G�A�C_Y ANDOVER, MINNESOTA i YMvmnm_w+gnvwaaa.o-�mnr.I �. .4 PRELIMINARY PLAT RESUBMITTAL 0710712023 L A N D F O R M RmLskmReml • • 105SDUNFMAvBnue Tel: 812-2529020 GUTS 513 Fax: 512-2529077 Mlnmpos. MN 55101 WBS: MRdfoGTUnet FIIE NAME C101LDPJ02403AVIG PROJECTNO. LDPIt00M003 STANDARD 4' DIAMETER A STORM SEWER MANHOLE NO SCALE A: SIM. MER DW1RET (DROP PIPES 48- R URGER, USE vz-...e RDrreLH ANTE, .. AND "v (2)ME LONIMLIOR SHALL PLACE I RIPRV, PULVERIZED TOPSOIL .. AHN UA.—SliAR m uv5°aR`. u. OR FVu fMnxG Aws RATIONMAL MR q 3 %PE IS INSrPlIEO. EA'IENO i gAFA r0 MI UN05NRBE0 J SOL io AROUND THE TOP OF ARSON A. AS DIRECIRI Rr THE ENGINEER. Na 1"1 �1 �B �c IS, MR roP OF USE FOU D _ PIPE FOR ARCNv PIPE ON 2. SEGFOR B B Y ARj 1 RPRM luxoor SeoO B- TH. GRWUTA4 OFF CO. A -q MNOOT TWE 4 GEOIE%C1E PARTS(MNDOT 3733) r% 1 SEOON L4' 12- 24INA 9R' 35 STRIPE OF -Mi FS pNWl G ASTO1 60' SB 21' 12 35- 20..._EF 3 TDM. Rl2 �NglglExIS iFORP G. 11 AW VxMM M1ld wt H IN TRE wNa.R n.m..o Msec AM PImw.M m AP -w1`. �D�M sUNMNI mX OPP `OFF B t2 ONTO PR NN. DDVE 4199A Er E1 11 MI AND. n.....Awm <xa OaX., —MARNFRO :na= i Not I..,,.. IG1':.R OR IMORMS, STANDARD 4' DIAMETER STORM SEWER MANHOLE NNRI I, (PIPES 27' OR LESS) SHALLOW STORM SEWER MANHOLE N 1z/1a/zI lxno/m Sµ407E� Sµ No L IDDVk DDVE 409E STANDARD 4' DIAMETER A STORM SEWER MANHOLE NO SCALE HALLOW STORM SEWER MANHOLE Y NO SCALE Q A: SIM. MER DW1RET (DROP PIPES 48- R URGER, USE a Ma. & (2)ME LONIMLIOR SHALL PLACE I RIPRV, PULVERIZED TOPSOIL I0. AMAR a..Ew ANS, umHc OF RINGSz MUNI q 3 %PE IS INSrPlIEO. EA'IENO i gAFA r0 MI UN05NRBE0 J SOL o vl:S.IR Ff°S"a IIx�°E AROUND THE TOP OF ARSON A. AS DIRECIRI Rr THE ENGINEER. Ao- ..flA011v ARA. OF AFPAMN Eaxa FROM Dreg R%Cz TO �1 �B �c RucrvRcw MR roP OF USE FOU D _ PIPE FOR ARCNv PIPE ON 2. SEGFOR B B PRIGAST 1 RPRM luxoor SeoO B- TH. GRWUTA4 OFF CO. A -q MNOOT TWE 4 GEOIE%C1E PARTS(MNDOT 3733) - L4' 12- 24INA 9R' 35 STRIPE OF -Mi FS pNWl G ASTO1 60' SB 21' 12 35- 20..._EF R.B Rl2 �NglglExIS iFORP G. 11 AW VxMM M1ld wt H IN TRE wNa.R n.m..o Msec AM PImw.M m AP -w1`. FLARED END SECTION mX O �uolmAe B� B Dx1D FROAR No. ELEVATON DDVE 4199A Foot A- m IROO :na= i Not I..,,.. IG1':.R siwu ONTO Go PLAN ce oom. NNRI I, /.ils rM. a.rs SHALLOW STORM SEWER MANHOLE N lxno/m Sµ No IDDVk z/oom POND SKIMMER STRUCTURE 409E HALLOW STORM SEWER MANHOLE Y NO SCALE Q w FLARED END SECTION NO SCALE *Refer to Plans for Struture Information A: SIM. MER DW1RET (DROP PIPES 48- R URGER, USE ss Cry Pula No "'A N, P" Paamem. (2)ME LONIMLIOR SHALL PLACE I RIPRV, PULVERIZED TOPSOIL AI CIb q 3 %PE IS INSrPlIEO. EA'IENO i gAFA r0 MI UN05NRBE0 J SOL •WA AROUND THE TOP OF ARSON A. AS DIRECIRI Rr THE ENGINEER. pr�'A �1 �B �c Not R 1`v H^t MR roP OF USE FOU D _ PIPE FOR ARCNv PIPE ON 2. SEGFOR B B G' So• - Mian 1 RPRM luxoor SeoO B- TH. GRWUTA4 OFF CO. A -q MNOOT TWE 4 GEOIE%C1E PARTS(MNDOT 3733) IFF L4' 12- 24INA 9R' 35 Ho. m1` w1..x�.. a�rSi.°.I"% 60' SB 21' 12 35- 20..._EF ISOMETRIC Rl2 �NglglExIS iFORP G. 11 AW VxMM M1ld wt H IN TRE wNa.R n.m..o Msec AM PImw.M m AP -w1`. FLARED END SECTION mX 1/t/10 B No. ELEVATON DDVE 4199A Foot A- m IROO w FLARED END SECTION NO SCALE *Refer to Plans for Struture Information C -MEEFGMNNOTSPECIFICATICWNBI.F STORADRNNINLEL PROTECTION- FILTER BAG WRERT' -DES ICNEDFOR NI RJiSOAORRJ1MWII 25?1XG0} FRAME GOGTND INFMSME-27- DEBRIS COLLECTION DEVICE ALTEANATDRPllOWEDASPPPROVEDRVPERMRPNGMU ORRIES O PULVERIZED XPSaR A: SIM. MER DW1RET (DROP PIPES 48- R URGER, USE 0'. �B' (2)ME LONIMLIOR SHALL PLACE I RIPRV, PULVERIZED TOPSOIL SUD. M'0 9M. RBER @ VREI IUMOTFSTx MER q 3 %PE IS INSrPlIEO. EA'IENO i gAFA r0 MI UN05NRBE0 J SOL FAR AROUND THE TOP OF ARSON A. AS DIRECIRI Rr THE ENGINEER. A Ya"s,rK.I'o.�.1 �1 �B �c MO MP_PIP =D r✓ : : •• MR roP OF USE FOU D _ PIPE FOR ARCNv PIPE ON 2. SEGFOR B B SCREEN 1 RPRM luxoor SeoO B- TH. GRWUTA4 IIIA—y' `�Rc m n CO. A -q MNOOT TWE 4 GEOIE%C1E PARTS(MNDOT 3733) RIP -RAP WARMER ICYl Al A. L4' 12- 24INA 9R' 35 Is- a n 1 48' 1 43 IB- 9 30- 21 54- SO 60' SB 21' 12 35- 20..._EF Rl2 �NglglExIS iFORP G. 11 AW VxMM M1ld wt H IN TRE wNa.R n.m..o Msec AM PImw.M m AP -w1`. DRI mX DDRI ,�µl a� B No. ELEVATON Foot A- m IROO :na= i IG1':.R siwu ONTO Go PLAN ce oom. /.ils rM. a.rs STRUCTURE TABLE z/oom POND SKIMMER STRUCTURE µ41iFNH DOVE C -MEEFGMNNOTSPECIFICATICWNBI.F STORADRNNINLEL PROTECTION- FILTER BAG WRERT' -DES ICNEDFOR NI RJiSOAORRJ1MWII 25?1XG0} FRAME GOGTND INFMSME-27- DEBRIS COLLECTION DEVICE ALTEANATDRPllOWEDASPPPROVEDRVPERMRPNGMU ORRIES O PULVERIZED XPSaR A: SIM. MER DW1RET (DROP PIPES 48- R URGER, USE 0'. �B' (2)ME LONIMLIOR SHALL PLACE I RIPRV, PULVERIZED TOPSOIL SUD. M'0 9M. RBER @ VREI IUMOTFSTx MER q 3 %PE IS INSrPlIEO. EA'IENO i gAFA r0 MI UN05NRBE0 J SOL (S)SILT FENCE ._ ED PUCEO AROUND THE TOP OF ARSON A. AS DIRECIRI Rr THE ENGINEER. �1 �B �c MO MP_PIP =D r✓ : : •• MR roP OF USE FOU D _ PIPE FOR ARCNv PIPE ON 2. SEGFOR B B 1 DITCH OR BASIN 1 RPRM luxoor SeoO B- TH. GRWUTA4 i1N- (uxCOT 3601) CO. A -q MNOOT TWE 4 GEOIE%C1E PARTS(MNDOT 3733) RIP -RAP WARMER ICYl Al A. L4' 12- 24INA 9R' 35 Is- a n 1 48' 1 43 IB- 9 30- 21 54- SO 60' SB 21' 12 35- 20..._EF Rl2 �NglglExIS iFORP G. 11 AW VxMM M1ld wt H IN TRE wNa.R n.m..o Msec AM PImw.M m AP -w1`. 11/17/nxo RIP—RAP AT RCP OUTLETS mX DDVE B POND SKIMMER STRUCTURE INLET PROTECTION A RIP • RAP AT RCP OUTLETS wo NOSCALE v NO SCALE Mw NO SCALE JD ANDOVER HOLDINGSILLC 1618DJUNPERS1 W ANDOVER. MINNESOTA 55306 TELmlmoslxa NbWR LEGACY .^V ANDOVER, MINNESOTA Moto NAM__AANA OR :w_oFN I I_ y6�_ A_ ANANNO PRELIMINARY PLAT RESUBMITTAL 07/07/2023 • L A N D F O R M REEM mRNA 1WSOOMFIMA,.. Tel 812-252&070 SulNI513 Fax: 812252-9077 Minlreap0la, MN 55601 WIND: IeuIRDONOSt FILENMAE 0701LDP0021 .DM PROJECTNO. 111`17002.003 A QUAPAW STREET SECTION (STA 25+00 TO END) mw NO SCALE A RURAL STREET SECTION WITH DITCHES NO SCALE �II II e pmxa ( I I d �a&wq ��� 1 -^•ten a,n -11 II II F-=, w.(m�.¢n�i .xwuen nr uaae � � I CULVERTS AVE TO BE IM.1Tm GEYIXID RWIM - 70' MIN. AS StWWN. TYPICAL RURAL INTERSECTION `` `uwYNS •••.•J ' CITY OF ANDOVER AERIAL LADDER TRUCK 1/10/x2 GITY 0 SILrvOMN DMv,IXc KD. 522 CITY OF ANDOVER AERIAL LADDERTRUCK NO SCALE R URGE IRBE GR4GE. (FO tMS MAYBE TILTED J A B612 CONCRETE CURB & GUTTER NO SCALE MATCH EXISTING BITUMINOUS NO SCALE eymmm m pmxa ( I I —xV I omaemernm 4im -11 II II F-=, w.(m�.¢n�i .xwuen BINYINMIS PAYEYEM - JS' WINS ON COUNTY ON A MGM HAND WR N fROY A CY A STREET THE RAMUS sNVl DE 50'. TYPE III BARRICADE DESIGN DEAD ENDS O END OF ROADWAY CULVERTS AVE TO BE IM.1Tm GEYIXID RWIM - 70' MIN. AS StWWN. TYPICAL RURAL INTERSECTION `` `uwYNS •••.•J ' �m IM 509p 5MonnR Ixn 15.N SR. A 1] WINN . 1.1 IX4M Suvpll [v5nxc Nu o[FM MATCH EXISTING BITUMINOUS vm/Bx T Y O F eu mMMOXw.nmew.vaxnm m .u.oyup:as DOVE Sio GUME MATCH EXISTING BITUMINOUS NO SCALE TYPE III BARRICADE DESIGN DEAD ENDS @ END OF ROADWAY v NOSCAE eymmm m pmxa ( I I —xV I omaemernm 4im -11 II II F-=, w.(m�.¢n�i .xwuen BINYINMIS PAYEYEM - JS' WINS ON COUNTY ON A MGM HAND WR N fROY A CY A STREET THE RAMUS sNVl DE 50'. TYPE III BARRICADE DESIGN DEAD ENDS O END OF ROADWAY CULVERTS AVE TO BE IM.1Tm GEYIXID RWIM - 70' MIN. AS StWWN. TYPICAL RURAL INTERSECTION DITY 0 �m IM 509p 5MonnR Ixn 15.N mm�m TYPE III BARRICADE DESIGN DEAD ENDS @ END OF ROADWAY v NOSCAE CONDUIT INSTALLATION GUIDE NO SCALE Twka1R Sbrl pmxa ( I I —xV I (FnJ Vxni -11 II II F-=, w.(m�.¢n�i .xwuen BINYINMIS PAYEYEM - JS' WINS ON COUNTY ON A MGM HAND WR N fROY A CY A STREET THE RAMUS sNVl DE 50'. ALL COMERS EXCEPT TO A RAMC CITY CULVERTS AVE TO BE IM.1Tm GEYIXID RWIM - 70' MIN. AS StWWN. TYPICAL RURAL INTERSECTION GOMUX Insbnelkn sl lnMaxUau 5MonnR Ixn 15.N mm�m A _ 771 SECTON n.xawlq�x'. eu mMMOXw.nmew.vaxnm m .u.oyup:as GUME wRu4memx D�VE 502 CONNEXUS ENERGY UW CONDUIT INSTALLATION GUIDE NO SCALE A 18" CONCRETE RIBBON CURB v NO SCALE II pmxa ( I I —xV I I � II II II -11 II II F-=, w.(m�.¢n�i .xwuen BINYINMIS PAYEYEM - JS' WINS ON COUNTY ON A MGM HAND WR N fROY A CY A STREET THE RAMUS sNVl DE 50'. ALL COMERS EXCEPT TO A RAMC CITY CULVERTS AVE TO BE IM.1Tm GEYIXID RWIM - 70' MIN. AS StWWN. TYPICAL RURAL INTERSECTION KD 1DOVE 5MonnR Ixn 15.N mm�m A 18" CONCRETE RIBBON CURB v NO SCALE ' en1 It. I. - w.(m�.¢n�i .xwuen PERSPECTNE 1/rx xDlacieE —,/z' mm�m T r Ix �r.cnE4urz S.sE SECTON 18" CONCRETE RIBBON CURB Ix/vnaxo is r^p s1 D�VE 502 e41e arm scnav A 18" CONCRETE RIBBON CURB v NO SCALE DEVELOPER JD ANDOVER HOLDINGS,LLC 16SOJUNPERST.IM ANDOVER. MINNESOTA 55300 TEx lalpn.113< /DOVER Tim -- LEGACY ANDOVER, MINNESOTA prn�+s.y��wm�a+mli.mwawa pnnu. PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N F O R M Dm151 wnR 105 S0uN FIM Avenue TBI: 618252-9070 SUXe513 F.: 618152-9077 Min.P PMN 55001 Web: ISntlf..nxi FILENAME C7OILDP0020O3.DWG All TYPICAL RURAL INTERSECTION CURB CUT CONSTRUCTION 9Z PROJECT NO. OP1IW200 NOSCALE NO SCALE I C w.(m�.¢n�i .xwuen � HIVE mm�m %c'ONAiI DPoYEWAY Vt e 41 1g is r^p s1 e41e arm scnav on./mz0 CURB CUT CONSTRUCTION C IDITY OF . K 521 DEVELOPER JD ANDOVER HOLDINGS,LLC 16SOJUNPERST.IM ANDOVER. MINNESOTA 55300 TEx lalpn.113< /DOVER Tim -- LEGACY ANDOVER, MINNESOTA prn�+s.y��wm�a+mli.mwawa pnnu. PRELIMINARY PLAT RESUBMITTAL 07/07/2023 L A N F O R M Dm151 wnR 105 S0uN FIM Avenue TBI: 618252-9070 SUXe513 F.: 618152-9077 Min.P PMN 55001 Web: ISntlf..nxi FILENAME C7OILDP0020O3.DWG All TYPICAL RURAL INTERSECTION CURB CUT CONSTRUCTION 9Z PROJECT NO. OP1IW200 NOSCALE NO SCALE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report August 15, 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. 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. rej