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CC - November 19, 2024
C I T Y O F ND OVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, November 19, 2024 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (11/4/24 Regular; 11/19/24 Special) Consent Items 2. Approve Payment of Claims - Finance 3. Approve Declaration of Encroachment Easement/15886 Avocet St. NW — Engineering 4. Approve Change Order #1/23-13/WM Improvements - Crosstown Blvd. NW (RR Tracks to 158t'Ave. NW) - Andover Blvd. NW (Vale St. NW to Prairie Rd. NW) - Prairie Rd. NW (Andover Blvd. NW to 157s' Ave. NW) - Engineering 5. Approve Change Order #2/23-13/WM Improvements - Crosstown Blvd. NW (RR Tracks to 158' Ave. NW) - Andover Blvd. NW (Vale St. NW to Prairie Rd. NW) - Prairie Rd. NW (Andover Blvd. NW to 157h Ave. NW) - Engineering 6. Receive October 2024 City Investment Reports — Finance 7. Receive October 2024 General Fund Progress Report — Finance 8. Receive October 2024 Community Center Update — Finance 9. Approve Funds Transfer and Budget Amendments — Capital Equipment Reserve Capital Projects Fund— Finance 10. Approve City Code Amendment — City Code 9-9: Residential Landscaping Requirements & Authorize Summary Publication — City of Andover (Applicant) — Engineering 11. Approve Extension of Liquor License/Beef O'Brady's 15190 Bluebird St. NW, Suite 114 —Administration Discussion Items 12. Anoka County Sheriffs Office Monthly Report— Sheriff 13. Consider Time Extension Request for Variance for 2274 164' Ave NW — Planning 14. Consider Planned Unit Development (PUD) for Meadows East — Unaddressed Property 16xxx Ward Lake Drive NW; PID# 11-32-24-41-0003 — SW Wold Construction, Inc. (Applicant). -Planning 15. Consider Interim Use Permit (IUP) Request — Mining & Land Reclamation — 83 Old Constance Blvd NW; PID# 13-32-24-11-0004 - Chris Hogie & Katelyn Kiekbusch (Applicants). - Planning 16. Consider Interim Use Permit (IUP) Request — Construction of an Accessory Structure Prior to Principal Structure — 83 Old Constance Blvd NW; PID# 13-32-24-11-0004 - Chris Hogie & Katelyn Kiekbusch (Applicants). - Planning 17. Consider an amendment to the Planned Unit Development (PUD) - Incorporate new Uses - unaddressed property located at Bunker Lake Blvd NW and 7' Avenue NW; (PID# 30-32-24-43-0072 - Colliers Engineering and Design (Applicants). - Planning 18. Consider a Preliminary Plat - Andover Crossings II - unaddressed property located at Bunker Lake Blvd NW and 7' Avenue NW; (PID# 30-32-24-43-0072 - Colliers Engineering and Design (Applicants). - Planning 19. Consider a Conditional Use Permit (CUP) — Automobile Service Station / Bulk Fuel Storage / Exterior Storage - unaddressed property located at Bunker Lake Blvd NW and T" Avenue NW; (PID# 30-32-24-43- 0072 - Colliers Engineering and Design (Applicants). - Planning i Staff Items 20. Administrator'sReport —Administration Mayor/Council Input Adjournment • 1 � A (D 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Dave Berkowitz, Interim City Administrator FROM: Michelle Hartner, City Clerk SUBJECT: Approval of Minutes DATE: November 19, 2024 INTRODUCTION The following minutes were provided by Staff and TimeSaver, reviewed by Administration, and submitted for City Council approval: November 4, 2024 Regular November 13, 2024 Special DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, Michelle Hartner City Clerk Attach: Minutes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 REGULAR ANDOVER CITY COUNCIL MEETING —NOVEMBER 4, 2024 MINUTES The Regular Bi -Monthly Meeting of the Andover City C Bukkila, November 4, 2024, 7:00 p.m., at the Andover City Andover, Minnesota. Councilmembers present: Councilmember absent: Also present: Jamie Barthel, Rick Ted Butler Interim City Administra Engineer, David Berkom Finance Manager, Lee B Others PLEDGE OF ALLEGIANCE RESIDENT FORUM No one came forward A APPROVAL October 15, 2024, October 22, 2024, to was called to order by Mayor 685 Crosstown Boulevard NW, Nelson the Agenda as presented. Motion carried Correct as written >: Correct as written Motion by Barthel Seconded by Nelson, to approve the October 15, 2024 Regular meeting minutes and the October 22, 2024 Workshop meeting minutes as presented. Motion carried unanimously. CONSENT ITEMS Item 2 Approve Payment of Claims Item 3 Approve 2025 TimeSaver Secretarial Service Contract Item 4 Approve 2025 Health Insurance Contract and Employer Contribution Item 5 Order Feasibility Report/25-2A/2025 Street Reconstruction (Xenia St. NWNintage St. Regular Andover City Council Meeting Minutes —November 4, 2024 Page 2 1 NW/161-Ave. NW) (See Resolution R102-24) 2 Item 6 Order Feasibility Report/25-213/2025 Street Reconstruction (Indian Meadows 4� & 5� 3 Addns.) (See Resolution R103-24) 4 Item 7 Order Feasibility Report/25-11 A/2025 Full Depth Reclamation (Meadows of Round Lake 5 Area) (See Resolution R104-24) 6 Item 8 Order Feasibility Report/25-1113/2025 Full Depth Reclamation (Fox Meadows & Indian 7 Meadows) (See Resolution R105-24) 8 Item 9 Order Feasibility Report/25-11C/2025 Full Depth Reclamation (Pine Hills Addn.) (See 9 Resolution R106-24) 10 Item 10 Order Feasibility Report/25-11D/2025 Full Depth Reclamation (Andover Commercial I 1 Park) (See Resolution R107-24) 12 Item 11 Order Feasibility Report/25-12A/2025 Mill & Overlay (Tulip St. NW - 161 -Ave. NW to 13 168^ Ln. NW) (See Resolution R108-24) 14 Item 12 Order Feasibility Report/25-12B/2025 Mill & Overlay (Kadlec Addn./Oakwood 15 Estates/White Oaks Country Estates/172-Ave. NW) (See Resolution R109-24) 16 Item 13 Order Feasibility Report/25-12C/2025 Mill & Overlay (Country Oaks West & Birch Pine 17 Estates) (See Resolution R110-24) 18 Item 14 Approve 2025 Residential Recycling Agreement with Anoka County 19 Item 15 Approve Purchases/Half Ton Truck & Three -Quarter Ton Chassis 20 21 Motion by Nelson, Seconded by Engelhardt, to approve of the Consent Agenda as read. Motion 22 carried unanimously. 23 24 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL124-2/2024 STREET 25 RECONSTRUCTION 26 27 The City Council is requested to hold a public hearing and approve the resolution adopting the 28 assessment roll for Project 24-02, 2024 Street Reconstruction. 29 30 Interim City Administrator/Director of Public Works/City Engineer Berkowitz reviewed the staff 31 report in regard to the assessment roll for the 2024 street reconstruction projects. 32 33 Councilmember Barthel asked if the last time these roads were reconstructed was 1986. Mr. 34 Berkowitz explained the roads were originally constructed in 1986 and there has been crack fill 35 and seal coat work done since then. 36 37 Councilmember Barthel noted these roads do not have as much traffic as the roads in the rural 38 area. He asked if these streets are able to last longer because of this. Mr. Berkowitz said they have 39 a lot of discussions around pavement quality. He noted the materials that were used when the roads 40 were originally constructed are different from what is used today. 41 42 Motion by Nelson, Seconded by Barthel, to open the public hearing at 7:16 p.m. Motion carried 43 unanimously. 44 Regular Andover City Council Meeting Minutes — November 4, 2024 Page 3 1 No one came forward to address the Council. 2 3 Motion by Barthel, Seconded by Nelson, to close the public hearing at 7:17 p.m. Motion carried 4 unanimously. 5 6 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. Rlll-24 adopting the 7 assessment roll for the improvement of Project No. 24-2, 2024 Street Reconstruction. Motion 8 carried unanimously. 9 10 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL124-11/2024 FULL DEPTH 11 RECLAMATION & 24-15/2024 MILL & OVERLAY (BUNKER LAKE VILLAGE) 12 13 The City Council is requested to hold a public hearing and approve the resolution adopting the 14 assessment roll for Projects 24-11, 2024 Full Depth Reclamation & 24-15, 2024 Mill & Overlay 15 (Bunker Lake Village). 16 17 Mr. Berkowitz reviewed the staff report concerning the assessment rolls for the full depth 18 reclamation and mill and overlay projects at Bunker Lake Village. 19 20 Mayor Bukkila asked if the water trunk fund is funded just from water users or the entire City. 21 Finance Manager Brezinka said it is paid for just by the water users. 22 23 Motion by Nelson, Seconded by Barthel, to open the public hearing at 7:27 p.m. Motion carried 24 unanimously. 25 26 No one came forward to address the Council. 27 28 Motion by Barthel, Seconded by Engelhardt, to close the public hearing at 7:28 p.m. Motion 29 carried unanimously. 30 31 Motion by Nelson, Seconded by Barthel, to adopt Resolution No. R112-24 adopting the 32 assessment roll for the improvement of Project Nos. 24-11, 2024 Full Depth Reclamation & 24- 33 15, 2024 Mill & Overlay (Bunker Lake Village). Motion carried unanimously. 34 35 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL124-16/2024 MILL & OVERLAY.• 36 BUNKER LAKE BLVD. SERVICE ROAD NW & GROUSE ST. NW & 24-17/2024 MILL & 37 OVERLAY.• BUNKER LAKE BLVD. SERVICE ROAD NW (ROSE ST. NW TO HEATHER 38 ST. NW) 39 40 The City Council is requested to hold a public hearing and approve the resolution adopting the 41 assessment roll for Projects 24-16, 2024 Mill & Overlay: Bunker Lake Blvd. Service Road NW 42 and Grouse St. NW & 24-14, 2024 Mill & Overlay: Bunker Lake Blvd. Service Road NW, from 43 Rose St. NW to Heather St. NW. 44 Regular Andover City Council Meeting Minutes — November 4, 2024 Page 4 Mr. Berkowitz reviewed the staff report in regard to the assessment rolls for the mill and overlay projects on the Bunker Lake Blvd. Service Road at Grouse Street NW and from Rose St. NW to Heather St. NW. Motion by Nelson, Seconded by Engelhardt, to open the public hearing at 7:35 p.m. Motion carried unanimously. 8 No one came forward to address the Council. 9 10 Motion by Barthel, Seconded by Engelhardt, to close the public hearing at 7:36 p.m. Motion 11 carried unanimously. 12 13 Motion by Nelson Seconded by Barthel, to adopt Resolution No. R113-24 adopting the assessment 14 roll for the improvement of Project Nos. 24-16,2024 Mill & Overlay: Bunker Lake Blvd. Service 15 Road NW and Grouse St. NW & 24-14, 2024 Mill & Overlay: Bunker Lake Blvd. Service Road 16 NW (Rose St. NW to Heather St. NW). Motion carried unanimously. 17 18 HOLD PUBLIC HEARING - 2024 DELINQUENT SERVICE CHARGES 19 20 The City Council is requested to approve the resolution adopting the assessment roll after Council 21 has heard and passed upon all objections for delinquent sewer, water, stormwater, street lighting, 22 charges, false alarm fines, tree removal, mowing fees, and miscellaneous abatement fees. 23 24 Mr. Brezinka reviewed the staff report concerning the 2024 delinquent charges. 25 26 Mayor Bukkila asked if there is any particular service area that sees less response to payment or 27 billing. Mr. Brezinka said about 98% of the delinquent accounts are for utilities. 28 29 Motion by Nelson, Seconded by Barthel, to open the public hearing at 7:39 p.m. Motion carried 30 unanimously. 31 32 No one came forward to address the Council. 33 34 Motion by Nelson, Seconded by Barthel, to close the public hearing at 7:40 p.m. Motion carried 35 unanimously. 36 37 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. R114-24, adopting the 38 assessment roll for the certification of delinquent sewer, water, stormwater, street lighting, charges, 39 false alarm fines, tree removal, mowing fees, and miscellaneous abatement fees. Motion carried 40 unanimously. 41 42 HOLD PUBLIC HEARING/ADOPT THE STREET RECONS TRUCTIONPLA N WITH 43 THE INTENTION OF ISSUING GENERAL OBLIGA TION STREET RECONSTRUCTION Regular Andover City Council Meeting Minutes —November 4, 2024 Page 5 PLANBONDS 3 The City Council is requested to hold a public hearing to give the public the opportunity to 4 comment on the proposed 2025-2029 Street Reconstruction Plan (SRP) and the proposed issuance 5 of general obligation bonds. 6 7 Mr. Brezinka reviewed the staff report in regard to the 2025-2029 Street Reconstruction Plan and 8 issuing general obligation bonds. 10 Mayor Bukkila shared the Council and staff have been talking about this plan at every Council 11 Workshop for months to figure out how to pay for these road improvements going forward and 12 getting ahead of the road failures. She noted this is a big step towards achieving those goals. 13 14 Motion by Nelson, Seconded by Barthel, to open the public hearing at 7:42 p.m. Motion carried 15 unanimously. 16 17 No one came forward to address the Council. 18 19 Motion by Nelson, Seconded by Barthel, to close the public hearing at 7:43 p.m. Motion carried 20 unanimously. 21 22 Motion by Barthel, Seconded by Nelson, to adopt Resolution No. R115-24, adopting a street 23 reconstruction plan and the issuance of general obligation street reconstruction bonds. Motion 24 carried unanimously. 25 26 SETDATE TO CANVASS ELECTIONRESULTS 27 28 The City Council is requested to schedule a date and time between November 12th and November 29 15'', 2024 to canvass election results of the General Election that will be held on November 5, 30 2024. 31 32 Mr. Berkowitz reviewed the staff report and requested the Council set a date to canvass election 33 results. He shared the recommendation of Wednesday, November 13, 2024 at 1:00 p.m. 34 35 Motion by Nelson, Seconded by Engelhardt, to set the date to canvass election results on 36 Wednesday, November 13, 2024 at 1:00 p.m. Motion carried unanimously. 37 38 ADMINISTRA TOR IS REPORT 39 40 City Staff updated the Council on the administration and city department activities, legislative 41 updates, updates on development/CIP projects, and meeting reminders/community events. 42 43 (Administrative Staff Report) Mr. Berkowitz reviewed the Administrative Staff report. He shared 44 there were 5,673 residents who early voted at City Hall in this election, which is over 25% of the Regular Andover City Council Meeting Minutes —November 4, 2024 Page 6 1 City's registered voters. He thanked City Clerk Michelle Harmer and her team for all of their 2 efforts with early voting. He shared there are currently 84 new homes in the City for the year. He 3 stated they have ordered a lot of projects this evening for next year's street reconstructions. He 4 shared the roads have been in discussions for the past year. He noted there are over 97 miles 5 identified that need to be reconstructed, full depth reclamation, or mill and overlay in the next eight 6 years. He added this will help set up the City to be in good shape and be able to sustain the roads 7 afterward. He shared the new Chipotle and Starbucks projects are continuing to move forward, 8 while other construction projects have wrapped up. He stated the shelter building at Pine Hills 9 North Park is under construction and this building will be fully functioning by next spring. He 10 added the Red Oaks project has wrapped up and all residents are connected. He noted there is a 11 recap meeting scheduled for this Friday with the MPGA. He said they will continue to pursue 12 assistance from the State as they continue to help out with these well situations. 13 14 Mayor Bukkila shared she is very impressed that the Red Oaks project is complete as they were 15 worried that it would run into next construction season. She shared her appreciation for these 16 residents who were patient through this process. She explained they were originally hoping that 17 they would be able to address the 97 miles of roads needing work over five years rather than eight; 18 however, one of the things they had to balance was the amount of project staff could handle in 19 each given year. She noted there is a fine line between hiring more staff that they would not be 20 able to retain outside of the window that these projects will be completed in and managing the 21 projects overall. 22 23 Mr. Berkowitz explained these street reconstruction projects are only a portion of the work that 24 the Engineering Department does. He said they are very fortunate to have a talented staff. He added 25 these projects also require a lot of administrative time mailing notices and dealing with the 26 assessments. 27 28 Mayor Bukkila said they always try to be conservative with their spending when it comes to these 29 projects; however, they could ask for more funding to get these projects done sooner but they want 30 the taxes and assessments to be feasible for the residents. 31 32 Councilmember Nelson noted the fiber optic workers who were working near the future 33 roundabouts on Nightingale Street have finished their work. 34 35 Councilmember Engelhardt thanked all of the poll workers who had worked early voting and 36 worked earlier in the day when it was incredibly busy. He said staff was incredibly patient and had 37 a great plan in place. He asked Mr. Berkowitz for additional comments on the pavement 38 management plan and the life cycle of the roads. 39 40 Mr. Berkowitz shared they have a pavement management program where they evaluate pavement 41 conditions on a yearly basis to determine where the need is for street maintenance. He added staff 42 also does pothole patching on these streets and sees the road conditions to determine where 43 maintenance is needed. 44 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Regular Andover City Council Meeting Minutes — November 4, 2024 Page 7 MA YORICO UNCIL INPUT Mayor Bukkila shared the new City Administrator will be onboard prior to the next Council Meeting. Councilmember Nelson stated Mr. Berkowitz did an amazing job as the Interim City Administrator for the last few months. He encouraged the rest of the residents who have not early voted to vote tomorrow on Election Day. ADJOURNMENT Motion by Barthel, Seconded by Nelson, to adjourn. Motion carried unanimously. The meeting adjourned at 8:00 p.m. Respectfully submitted, Ava Major, Recording Secretary REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —NOVEMBER 4, 2024 TABLE OF CONTENTS PLEDGEOF ALLEGIANCE..................................................................................................... 1 RESIDENTFORUM.................................................................................................................. 1 AGENDAAPPROVAL.............................................................................................................. 1 APPROVALOF MINUTES....................................................................................................... 1 CONSENTITEMS..................................................................................................................... 1 Item 2 Approve Payment of Claims....................................................................................... 1 Item 3 Approve 2025 TimeSaver Secretarial Service Contract ............................................. 1 Item 4 Approve 2025 Health Insurance Contract and Employer Contribution ...................... 1 Item 5 Order Feasibility Report/25-2A/2025 Street Reconstruction (Xenia St. NW/Vintage St. NW/1611 Ave. NW) (R102-24) ........................................ ................................................ 1 Item 6 Order Feasibility Report/25-213/2025 Street Reconstruction (Indian Meadows 4 1 & 5`h Addns.) (R103-24) ....................................................... ......................... ........ ........................................................ 2 Item 7 Order Feasibility Report/25-11A/2025 Full Depth Reclamation._(Meadows of Round LakeArea) (R104-24) .......................................... ......... .......................................... 2 Item 8 Order Feasibility Report/25-1 IB/2025 Full Depth Reclamation (Fox Meadows & Indian Meadows) (R105-24) . ......... ......... ................. 2 Item 9 Order Feasibility Report/25.11C/2025 Full Depth Reclamation (Pine Hills Addn.) (R106-24)......................................................:::.......................................................................... 2 Item 10 Order Feasibility Report/25-11D/2025 Full Depth Reclamation (Andover Commercial Park) (R107-24) ................. ......... ......... ....a:......................................... 2 Item 11 Order Feasibility Report/25-12A/2025 Mill & Overlay (Tulip St. NW - 161" Ave. NW to 1681h Ln. NW),(R108-24) ......... ........i ........................................................ 2 Item 12 Order Feasibility Report/25-1213/2025 Mill & Overlay (Kadlec Addn./Oakwood Estates/White Oaks Country Estates/172nd Ave. NW)(R109-24)............................................. 2 Item 13 Order Feasibility Report/25-12C/2025 Mill & Overlay (Country Oaks West & Birch Pine Estates) (R116-24)....... ........................................................................ 2 Item 14 Approve 2025 Residential Recycling Agreement with Anoka County ........................ 2 Item 15 Approve Purchases/Half Ton Truck & Three -Quarter Ton Chassis ............................. 2 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL/24-2/2024 STREET RECONSTRUCTION (R111-24)................................................................................ 2 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL/24-11/2024 FULL DEPTH RECLAMATION & 24-15/2024 MILL & OVERLAY (BUNKER LAKE VILLAGE) (RI 12-24)........ ........ `.............................................................................................. 3 HOLD PUBLIC HEARING/ADOPT ASSESSMENT ROLL/24-16/2024 MILL & OVERLAY: BUNKER LAKE BLVD. SERVICE ROAD NW & GROUSE ST. NW & 24-17/2024 MILL & OVERLAY: BUNKER LAKE BLVD. SERVICE ROAD NW (ROSE ST. NW TO HEATHER ST. NW) (R113 -24) ....................................................... 3 HOLD PUBLIC HEARING - 2024 DELINQUENT SERVICE CHARGES (R114-24) .......... 4 HOLD PUBLIC HEARING/ADOPT THE STREET RECONSTRUCTION PLAN WITH THE INTENTION OF ISSUING GENERAL OBLIGATION STREET RECONSTRUCTION PLAN BONDS(R115-24)............................................................. 4 SET DATE TO CANVASS ELECTION RESULTS................................................................. 5 ADMINISTRATOR'S REPORT................................................................................................ 5 Regular Andover City Council Meeting Minutes —November 4, 2024 Page 9 MAYOR/COUNCIL INPUT...................................................................................................... 7 ADJOURNMENT....................................................................................................................... 7 4 5 6 7 10 11 12 13 14 15 16 17 SPECIAL ANDOVER CITY COUNCIL MEETING — NOVEMBER I3, 2024 MINUTES The Special Meeting of the Andover City Council was called to order by Mayor Sheri Bukkila, November 13, 2024, 1:04 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Councilmembers Present: Councilmembers Absent: 18 Also Present: Jamie Barthel, Ted Butler, Rick Engelhardt and Randy Nelson None City Clerk, Michelle Hartner 19 20 21 CANVAS RESULTS FROM GENERAL ELECTION OF NOVEMBER 5, 2024 22 23 Ms. Hartner noted the following: 24 25 Number of persons registered as of 7:00 a.m. 23,160 `- 26 Number of persons registered on Election Day 1,474 27 Total number of persons voting 21,133 28 29 Mayor Bukkila asked Ms. Hartner to explain the difference between a spoiled ballot, duplicate 30 ballot and rejected ballot. 31 32 Ms. Harmer explained each ballot: 33 34 A spoiled ballot is a ballot where the voter has made a mistake, such as marking two candidates 35 in a race where only one candidate should be voted for. If the voter chooses to spoil that ballot, 36 they will receive a new ballot to mark correctly. The spoiled ballot is placed in a spoiled ballot 37 envelope. 38 39 A duplicate ballot is a ballot submitted as a mailed in absentee ballot and the ballot is damaged, 40 two judges from each party must duplicate the ballot to a new ballot in order for the ballot to be 41 read by the DS200, the ballot machine. The damaged ballot is placed in a duplicate ballot 42 envelope. 43 44 When a mailed in absentee ballot is received the ballot envelope is required to be signed by the 45 voter and also signed by a witness. If the ballot envelope is missing one of these items, the ballot 46 will be rejected. The County then sends the voter a letter explaining why the ballot was rejected 47 along with a replacement ballot. Andover City Council Special Meeting Minutes — November 13, 2024 Page 2 Ms. Hartner indicated in-person absentee voting at City Hall had a very high voter turnout and was extremely busy, especially the week before election day. Councilmember Butler asked with the high volume of voters for absentee voting is there any changes that could be made for the next election. Ms. Hartner replied hiring additional temporary staff is definitely something that will be considered. 8 Motion by Barthel, Seconded by Nelson adopting the resolution canvassing the results of the 9 General Election of November 5, 2024. Motion carried unanimously. 10 11 ADJOURNMENT 12 13 Motion by Barthel, Seconded by Nelson, to adjourn. Motion carried unanimously. The meeting 14 adjourned at 1:23 p.m. 15 16 Respectfully submitted, 17 18 Michelle Hartner, Recording Secretary 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: David D. Berkowitz, Interim City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Payment of Claims DATE: November 19, 2024 INTRODUCTION Attached are disbursement edit lists for claims related to the on-going business of the City of Andover. DISCUSSION Claims totaling $265,197.31 on disbursement edit list #14 from 11/06/2024 to 11/15/2024 have been issued and released. Claims totaling $837,445.57 on disbursement edit list #5 dated 11/19/2024 will be issued and released upon approval. BUDGETIMPACT 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 $1,102,642.88. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, �41611 Lee Brezinka Attachments: Check Proof Lists Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 11/06/2024 - 11:14AM Batch: 00406.11.2024 Invoice No Description Amount Pmt Date Acct Number AN0*1 Reference Vendor: CityAndo City of Andover Check Sequence: 1 ACH Enabled: False Pumphouse 48 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 2461 Bunker Lk Blvd - StormWtr 8.70 11/06/2024 4520-49300-62025 204320 Pumphouse #4 12.90 11/06/2024 5100-48100-62025 204320 Pumphouse #7 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 1929 Crosstown Blvd 12.90 11/06/2024 0101-41930-62025 204320 Pine Hills Park - Storm Water 12.90 I1/00024 0101-45000-62025 204320 Sunshine Park 357.23 11/06/2024 0101-41970-62010 204320 Pumphouse #1 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 2503 Bunker Lk Blvd - Stomr Water 19.72 11/06/2024 4520-49300-62025 204320 Public Works 7,491.22 11/06/2024 0101-41930-62010 204320 Community Center - Storm Water 599.76 11/06/2024 2130-44000-62025 204320 2600138th Ave NW 17.69 11/06/2024 4501-49300-62010 204320 Pumphouse #2 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 Water Treatment Plant 3,769.48 11/06/2024 5100-48100-62010 204320 Shadowbrook East Park 19.00 11/06/2024 0101-45000-62010 204320 Terrace Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Sunshine Park- Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Nordeens Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Lions Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 CH Park Lights - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Hills Of Bunker Lk W Park 12.90 11/06/2024 0101-45000-62025 204320 Cold Storage Irrigation 5,402.89 11/06/2024 0101-41940-62010 204320 City Hall/Senior Center 719.73 11/06/2024 0101-41910-62010 204320 Hills of Bunker Lk W Park 2,568.89 11/06/2024 0101-45000-62010 204320 Shadowbrook E PK - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 AM) Pagel Invoice No Description Amount Pmt Date Acct Number Reference Eveland Fields - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Country Oaks Pk - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Hickory Meadow Park 174.33 11/06/2024 0101-45000-62010 204320 Red Oaks W Pk - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Water Tower #1 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 Shady Knoll Park - Storm Water 12.90 11/06/2024 OI01-45000-62025 204320 2556 138th Ave - Storm Water 15.66 11/06/2024 452049300-62025 204320 Hidden Creek N - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Pumphouse #5 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 Oak Bluff Park 3,266.49 11/06/2024 0101-45000-62010 204320 ASM Ballfields - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 13718 Xavis St - Storm Water 6.21 11/06/2024 4520-49300-62025 204320 Pumphouse#3 977.49 11/06/2024 5100-48100-62010 204320 2542138th Ave -Sewer 272.60 11/06/2024 4520-49300-62010 204320 Hidden Creek North Park 5,346.21 11/06/2024 0101-45000-62010 204320 Terrace Park - Irrigation 3,754.81 11/06/2024 0101-45000-62010 204320 Suootman Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 2527 Bunker Lk Blvd - Storm 14.21 11/06/2024 4520-49300-62025 204320 Hickory Meadows Pk - Storm War 12.90 11/06/2024 0101-45000-62025 204320 Woodland Estates Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Wild Iris Park 742.05 11/06/2024 0101-45000-62010 204320 City Hall/Sr Ctr - Storm Water 358.40 11/06/2024 0101-41910-62025 204320 Oak Bluff Park - Storm Water 12.90 11/06/2024 010145000-62025 204320 Pumphouse#7 272.64 11/06/2024 5100-48100-62010 204320 Rose Park - Irrigation 4,513.45 11/06/2024 0101-45000-62010 204320 Pumphouse 46 133.20 11/06/2024 5100-48100-62010 204320 ASN Ballfields 191.26 11/06/2024 010145000-62010 204320 Cold Storage Bldg 238.53 11/06/2024 010141940-62010 204320 Pumphouse #3 - Storm Water 12.90 11/06/2024 5100-48100-62025 204320 ASN Sprinkler HOuse 11,550.49 11/06/2024 0101-45000-62010 204320 2527 Bunker Lk Blvd - Sewer 272.60 11/06/2024 452049300-62010 204320 Pleasant Oaks Park - Storm Wart 12.90 11/06/2024 0101-45000-62025 204320 Hidden Creek E Pk - Storm War 12.90 11/06/2024 0101-45000-62025 204320 Vehicle Maintenance - Storm 135.52 11/06/2024 610048800-62025 204320 AP -Computer Cheek Proof List by Vendor (11106/2024 - 11:14 AM) Page 2 Invoice No Description Amount Pmt Date Acct Number Reference 2503 Bunker Lk Blvd- Sewer 136.30 11/06/2024 4520-49300-62010 204320 Northwoods West Park - Storm 12.90 11/06/2024 0101-45000-62025 204320 Kelsey Round Lk Park 12.90 11/06/2024 0101-45000-62025 204320 Community Center 14,199.90 11/06/2024 2130-44000-62010 204320 2607 Bunker Lk Blvd - StonnWtr 18.27 11/06/2024 4520-49300-62025 204320 Fire Station#2 12.90 11/06/2024 0101-41920-62025 204320 Fox Meadow Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Fire Station #3 - Storm Water 12.90 11/06/2024 0101-41920-62025 204320 13718 Xavis St - Sewer 83.42 11/06/2024 452049300-62010 204320 Lions Park - Irrigatoin 2,128.53 11/06/2024 0101-45000-62010 204320 Thorson Property 12.90 11/06/2024 0101-41930-62025 204320 2542138th Ave - Storm Water 14.79 11/06/2024 4520-49300-62025 204320 Fire Station 41 - Storm Water 12.90 11/06/2024 0101-41920-62025 204320 2461 Bunker Lk Blvd Sewer 68.15 11/06/2024 4520-49300-62010 204320 Vehicle Maintenance 1,180.10 11/06/2024 6100-48800-62010 204320 Woodland Estates Park 228.57 11/06/2024 0101-45000-62010 204320 Prairie Knoll Park- Storm 12.90 11/06/2024 0101-45000-62025 204320 Ist Parcel PW - Storm Water 448.56 11/06/2024 0101-41930-62025 204320 Crooked Lake Boat Landing 12.90 11/06/2024 0101-45000-62025 204320 Pumphouse #6 - Storm Water 12.90 11/06/2024 510048100-62025 204320 Creekview Crossing Park 12.90 11/06/2024 0101-45000-62025 204320 Skate Park - Stomr Water 12.90 11/06/2024 0101-45000-62025 204320 County Oaks Park 292.98 11/06/2024 0101-45000-62010 204320 Langseth park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Chesterton Commons Park 12.90 11/06/2024 0101-45000-62025 204320 Strip Along Hanson Blvd 60.48 11/06/2024 2130-44000-62025 204320 Community Center 439.17 11/06/2024 2130-44100-62010 204320 Fire Station#1 1,459.04 11/06/2024 0101-41920-62010 204320 Wild Iris Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Public Works - Stomr Water 470.40 11/06/2024 0101-41930-62025 204320 2nd Parcel PW - Storm Water 360.64 11/06/2024 0101-41930-62025 204320 Timber Trails Park - Storm Wat 12.90 11/06/2024 0101-45000-62025 204320 2607 Bunker Lk Blvd - Sewer 272.60 11/06/2024 4520-49300-62010 204320 Water Treatment Plant - Storm 125.44 11/06/2024 5100-48100-62025 204320 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 AM) Page 3 Invoice No Description Amount Pont Date Acct Number Reference Northwoods East Park - Storm 12.90 11/06/2024 0101-45000-62025 204320 Jay St Sprinkler House 3,052.85 11/06/2024 2110-00000-11310 204320 Fire Station 43 439.98 11/06/2024 0101-41920-62010 204320 Vehicle Maintenance - St Light 6.45 11/06/2024 6100-48800-62005 204320 Hawkridge Park - Storm Water 12.90 11/06/2024 0101-45000-62025 204320 Check Total: 79,303.38 Vendor: Connex I Connexus Energy Check Sequence: 2 ACH Enabled: False Hawkridge Park -Security Light 38.84 11/06/2024 0101-45000-62005 386026-230286 13718 Xavis St. NW (Pole) 17.53 11/06/2024 4520-49300-62005 386026-159276 Lift Station #10 236.98 11/06/2024 520048200-62005 386026-315803 Paraphrase #1 67.39 11/06/2024 5100-48100-62005 386026-201767 Fire Station#1 653.11 11/06/2024 0101-41920-62005 386026-68989 2527 Bunker Lk Blvd #2 11.87 11/06/2024 4520-49300-62005 386026-201797 Lift Station #9 55.15 11/06/2024 5200-48200-62005 386026-287602 2607 Bunker Lk Blvd(4-Plex) 31.04 11/06/2024 452049300-62005 386026-73280 1157 Andover Blvd - Well #9 1,208.99 11/06/2024 510048100-62005 386026-286880 City Hall Garage 22.19 11/06/2024 0101-41960-62005 386026-231281 Lift Station #11 511.40 11/06/2024 5200-48200-62005 386026-321586 Lift Station #4 115.26 11/06/2024 5200-48200-62005 386026-251905 Pumphouse#3 136.36 11/06/2024 5100-48100-62005 386026-203069 Bunker& Hanson- Signal 63.08 11/06/2024 0101-43400-62005 386026-203068 Round Lake & 140th - Signal 56.21 11/06/2024 0101-43400-62005 386026-201777 County Road 9 & 116 - Signal 41.11 11/06/2024 0101-43400-62005 386026-201749 2139 Bunker Lake - Signal 66.26 11/06/2024 0101-00000-11310 386026-269011 961 Bunker Lk Blvd - Signal 68.55 11/06/2024 0101-43400-62005 386026-310044 Round Lake & 135th - Signal 21.41 11/06/2024 0101-00000-13201 386026-201284 Altitude Control Vault 20.44 11/06/2024 5100-48100-62005 386026-303716 Eveland Field -Security Lights 7.17 11/06/2024 0101-45000-62005 386026-270410 Hawkridge Park - Service #2 107.70 11/06/2024 0101-45000-62005 386026-301889 Andover St Ballfield Lights 25.13 11/06/2024 0101-45000-62005 386026-292904 13914 Prairie Road - Signal 65.05 11/06/2024 0101-43400-62005 386026-282927 North Woods West Park 2126 11/062024 0101-45000-62005 386026-201868 Siren #11 - 138th Lane & Drake St. NW 5.25 11/06/2024 0101-42400-62005 386026-300400 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 AM) Page 4 Invoice No Description Amount Pmt Date Acct Number Reference Creekview Crossing Park 7.17 11/06/2024 0101-45000-62005 386026-175877 Lift Station #1 106.65 11/06/2024 5200-48200-62005 386026-178836 Sunshine Park 1,853.01 11/06/2024 0101-45000-62005 .386026-230685 Siren #1 - 176th & Ward Lake Drive NW 5.25 11/06/2024 0101-42400-62005 386026-300406 Timber Trail Park Security Lights 9.05 11/06/2024 0101-45000-62005 386026-277955 City Hall - Light 1,116.34 11/06/2024 0101-41910-62005 386026-231135 Kelsey/Rd Lk Pk -Security Light 7.17 11/06/2024 0101-45000-62005 386026-246004 Roundabout Lighting 126.63 11/06/2024 0101-43500-62005 386026-328531 Tower#2 150A5 11/06/2024 5100-48100-62005 386026-231282 Siren #7 - Andover Blvd. & Prairie Road 5.25 11/06/2024 0101-42400-62005 386026-300405 Fox Meadows Park 92.84 11/06/2024 0101-45000-62005 386026-310245 Crooked Lk Elementary Rink 42.50 11/06/2024 0101-45000-62005 386026-306807 Oak Bluff Park -Security Light 29.37 11/06/2024 0101-45000-62005 386026-299378 Signal - 13976 Hanson Blvd. NW 55.04 11/06/2024 0101-43400-62005 386026-298781 Community Center Concession Stand 599.28 11/06/2024 2130-44100-62005 386026-281212 Control Valve Vault 18.34 11/06/2024 5100-48100-62005 386026-201816 Siren #6 - 16050 Constance Blvd. NW 5.25 11/06/2024 OI01-42400-62005 386026-300401 1848 Veterans Mem Blvd 20.20 11/06/2024 0101-41930-62005 386026-317168 Siren #10 - 145th & Vintage St. NW 5.25 11/06/2024 0101-42400-62005 386026-300399 Martin & Commercial- Lights 169.55 11/06/2024 2110-00000-11310 386026-255963 Signal 15698 Rd Lk Blvd 68.79 11/06/2024 0101-43400-62005 386026-290712 Pine Hills Park 7.17 11/06/2024 0101-45000-62005 386026-256788 1019 Andover Blvd -Wayside Hom 23.70 11/06/2024 0101-43400-62005 386026-297583 2503138th Ave 36.40 11/06/2024 452049300-62005 386026-201843 Sunshine Park- Electric 935.06 11/06/2024 0101-45000-62005 386026-273153 Signal & Lights - 16119 Hanson 81.95 11/06/2024. 0101-43400-62005 386026-305951 Hidden Creek North Park 14.34 11/06/2024 0101-45000-62005 386026-174280 CH Campus Outdoor Hockey Rinks 87.78 11/06/2024 0101-45000-62005 386026-302015 Lift Station #6 54.22 11/06/2024 5200-48200-62005 386026-275284 Lift Station #7 30.11 11/06/2024 5200-48200-62005 386026-276742 Pumphouse#5 2,909.68 11/06/2024 5100-48100-62005 386026-237118 Siren #2 - 174th & Round Lake Blvd. NW 5.25 11/06/2024 0101-42400-62005 386026-300403 Hanson & 138th Lane 1823 11/06/2024 530048300-62005 386026-202678 Andover Station North Balltld 1,091.59 11/06/2024 0101-45000-62005 386026-292904 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 ANI) Page 5 Invoice No Description Amount Pont Date Acct Number Reference Hills Bunker Lk W Pk See Light 25.21 11/06/2024 0101-45000-62005 386026-294591 2542138th Ave#3 18.58 11/06/2024 4520-49300-62005 386026-201858 Country Oaks W Pk -Security 7.17 11/06/2024 0101-45000-62005 386026-301901 13711 Crosstown Blvd NW 63.08 11/06/2024 2110-46500-62005 386026-303295 157007th Ave - Signal 50.50 11/06/2024 0101-43400-62005 386026-275108 Siren #8 - 1685 Crosstown Blvd. NW 5.25 11/06/2024 0101-42400-62005 386026-300402 Subdivision Interior Street Lt 9,982.87 11/06/2024 0101-43600-62005 386026-176201 Country Oaks Park 5.25 11/06/2024 0101-45000-62005 386026-289790 Langseth Park 7.17 11/06/2024 0101-45000-62005 386026-174273 13300 Hanson Blvd - Sign 18.58 11/06/2024 211046500-62005 386026-318046 Signal - Crosstown & Andover Blvd. 42.93 11/06/2024 0101-43400-62005 386026-266238 Siren #3 - 16860 Roanoke St. NW 5.25 11/06/2024 0101-42400-62005 386026-300407 Round Lake & 138th - Signal 65.53 11/06/2024 0101-43400-62005 386026-201751 Bunker Lake & Crosstown - Signal 51.66 11/06/2024 0101-43400-62005 386026-251654 1990 Veterans Mem Blvd 113.26 11/06/2024 010141940-62005 386026-316035 Lift Station#8 59.23 11/06/2024 5200148200-62005 386026-281840 Bus Sign - 1721 Bunker Lk Blvd 21.72 11/06/2024 2110-00000-11310 386026-299532 Pumphouse #2 138.31 11/06/2024 . 5100-48100-62005 386026-201125 Round Lake &136th -Signal 22.81 11/06/2024 0101-00000-13201 386026-201283 Wash Station - Public Works 17.18 11/06/2024 0101-41930-62005 386026-308646 Signal Bunker & Crosstown 23.45 11/06/2024 010143500-62005 386026-251654 Siren #13 - 2139 172nd Ln NW 5.25 11/06/2024 0101-42400-62005 386026-314308 Bus Sign - 13980 Hanson Blvd 26.85 11/06/2024 2110-00000-11310 386026-299533 Red Oaks W Pk -Security Light 7.17 11/06/2024 010145000-62005 386026-246005 ASN Street Lights 226.64 11/06/2024 2110-00000-11310 386026-299989 Andover St N Ballfield Lights 37.70 11/06/2024 OI01-43500-62005 386026-292034 Siren #12 - Bunker & Marigold St. NW 5.25 11/06/2024 0101-42400-62005 386026-300398 2527 Bunker Lk Blvd#1 12.83 11/06/2024 4520-49300-62005 386026-201796 14298 Round Lake- Signal 51.66 11/06/2024 0101-43400-62005 386026-279219 Pumphouse#4 1,385.31 11/06/2024 5100-48100-62005 386026-231280 Water Treatment Plant 10,880.49 11/06/2024 5100-48100-62005 386026-271472 Pumphouse47 1,390.79 11/06/2024 5100-48100-62005 386026-255064 Siren #4 - 158th & Dakota St. NW 5.25 11/062024 010142400-62005 386026-300408 Andover Lions Park - Irrig 19.87 11/062024 0101-45000-62005 386026-310295 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 AND Page 6 Invoice No Description Amount Pmt Date Acct Number Reference Vehicle Maintenance & Wash Bay 1,007.43 11/06/2024 6100-48800-62005 386026-314654 Round Lake & 136th 7.37 11/06/2024 0101-43500-62005 386026-201283 Siren 414 (located at FS #2) 5.25 11/06/2024 0101-42400-62005 386026-178835 Crooked Lake Boat Shelter 16.83 11/06/2024 0101-45000-62005 386026-298796 2542138th Ave#1 21.61 11/06/2024 4520-49300-62005 386026-201859 13718 Xavis St. NW (House) 18.11 11/06/2024 4520-49300-62005 386026-159276 Lift Station #2 61.10 11/06/2024 5200-48200-62005 386026-250066 Hidden Creek E Pk -Sec Lightl 7.17 11/06/2024 0101-45000-62005 386026-238967 1600 Crosstown Blvd - Signal 71.23 11/06/2024 0101-43400-62005 386026-269010 Lift Station #3 65.87 11/06/2024 5200-48200-62005 386026-250421 Pleasant Oaks -Security Light 7.17 11/06/2024 0101-45000-62005 386026-238968 Bunker Lake & Heather St- Signal 43.39 11/06/2024 0101-43400-62005 386026-251490 Round Lake & 135th - Signal 21.40 11/06/2024 0101-43400-62005 386026-201284 Nordeens Park 7.31 11/06/2024 0101-45000-62005 386026-175703 Andover Station li - Lights 247.50 11/06/2024 2110-00000-11310 386026-295855 Siren #9 - 139th & Crosstown Blvd. NW 5.25 11/06/2024 0101-42400-62005 386026-300404 2527 Bunker Lk Blvd 26.10 11/06/2024 4520-49300-62005 386026-73271 Bunker Lake & Rose St - Signal 47.00 11/06/2024 0101-43400-62005 386026-251491 County Road 9 & 116 - Signal 13.70 11/06/2024 0101-00000-13201 386026-201749 Round Lake & 135th 7.37 11/06/2024 0101-43500-62005 386026-201284 2607 Bunker Lk Blvd #4 14.50 11/06/2024 4520-49300-62005 386026-201811 Signal 15390 Hanson Blvd 14.73 11/06/2024 0101-43500-62005 386026-287969 Prairie Knoll Park 79.09 11/06/2024 0101-45000-62005 386026-175813 Public Works 1,307.66 11/06/2024 0101-41930-62005 386026-159276 Bunker Lake & Rose St 11.73 11/06/2024 OI01-43500-62005 386026-251491 Lift Station #5 54.11 11/06/2024 5200-48200-62005 386026-273019 Bunker Lake & Heather 17.59 11/06/2024 0101-43500-62005 386026-251490 Signal 15390 Hanson Blvd 37.57 11/06/2024 0101-43400-62005 386026-287969 Pumphouse#8 1,420.71 11/06/2024 5100-48100-62005 386026-273808 Chesterton Commons Pk -Security 7.17 11/06/2024 0101-45000-62005 386026-301899 Round Lake &136th -Signal 22.80 11/06/2024 0101-43400-62005 386026-201283 21 Bunker Lk Blvd - Sign 18.00 11/06/2024 2110-46500-62005 386026-303872 Pumphouse#6 1,173.77 11/06/2024 5100-48100-62005 386026-245409 County Rd Intersect Lights 2,626.80 11/06/2024 0101-43500-62005 386026-176059 AP -Computer Check Proof List by Vendor (11/0612024 - 11:14 AM) Page 7 Invoice No Description Amount Pmt Date Acct Number Reference Terrace Park -Security Lights 7.17 Check Total: 11/06/2024 010145000-62005 386026-270409 Prairie Knoll Park 1,013.32 Invoice Cloud, Inc 11/06/2024 0101-45000-62005 386026-275569 County Road 9 & 116 22.10 October 2024 Transaction Fees 11/06/2024 0101-43500-62005 386026-201749 2542138th Ave NW(4-Plex) 30.23 October 2024 Transaction Fees 11/06/2024 4520-49300-62005 386026-73286 Tower#1 66.57 October 2024 Transaction Fees 11/06/2024 5100-48100-62005 386026-178452 Shadowbrook East Park 33.91 11/06/2024 010145000-62005 386026-267140 Recycling Center 39.71 11/06/2024 0101-46000-62005 386026-304690 Hidden Creek North Park 32.56 11/06/2024 0101-45000-62005 386026-261455 Community Center 19,376.67 11/06/2024 2130-44000-62005 386026-281212 Sports Complex -3535161st Ave 1,473.03 11/06/2024 - 0101-45000-62005 386026-304108 Fire Station #3 418.34 11/06/2024 0101-41920-62005 386026-279236 Bunker Lake & Jay St - Signal 52.36 11/06/2024 010143400-62005 386026-251653 Round Lake & 161 st - Signal 57.37 11/06/2024 0101-43400-62005 386026-230276 Wayside Horn - 1000 Crosstown Blvd. 21.02 11/06/2024 0101-43400-62005 386026-299229 Wild Iris Park -Security Lights 21.67 11/06/2024 0101-45000-62005 386026-270411 Strootman ParkSecurity, Lights 14.08 11/06/2024 0101-45000-62005 386026-270412 Siren #5-2748 161 at Ave NW 5.25 11/06/2024 0101-42400-62005 386026-300397 Fire Station#2 261.23 11/06/2024 0101-41920-62005 386026-178835 Timber Trails Park 61.33 11/06/2024 0101-45000-62005 386026-308418 City Hall Park Lighting 21.67 11/06/2024 0101-45000-62005 386026-268970 13551 Jay Street - Lights 121.79 11/06/2024 2110-00000-11310 386026-255962 Signal Andover & Crosstown 23.45 11/06/2024 0101-43500-62005 386026-266238 Andover Blvd & Hanson - Signal 70.18 11/06/2024 010143400-62005 386026-284894 EDA Reader Board 17.87 11/06/2024 2110-46500-62005 386026-303870 Northwood E Pk -Security Light 7.17 11/06/2024 0101-45000-62005 386026-250587 2527 Bunker Lk Blvd #4 5.66 11/06/2024 4520-49300-62005 386026-201798 580 Bunker Lk Blvd -Tunnel Lts 45.84 11/06/2024 0101-43500-62005 386026-310043 Shady Knoll Pk -Security Light 7.17 11/06/2024 0101-45000-62005 386026-304218 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 ANO Page 8 Check Total: 70,106.75 Vendor: InvCloud Invoice Cloud, Inc Check Sequence: 3 ACH Enabled: False 1405-2024_10 October 2024 Transaction Fees 1,095.00 11/06/2024 5100-48100-63010 1405-2024_10 October 2024 Transaction Fees 55.75 11/06/2024 010143600-63010 1405-2024_10 October 2024 Transaction Fees 177.00 11/06/2024 5300-48300-63010 AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 ANO Page 8 Invoice No 1405-2024_10 Description October 2024 Transaction Fees Check Total: Total for Check Run: Total of Number of Checks: Amount Pmt Date 688.00 11/06/2024 2,015.75 151,425.88 Acct Number 5200-48200-63010 Reference AP -Computer Check Proof List by Vendor (11/06/2024 - 11:14 AM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 11/07/2024- 9:22AM Batch: 00412.11.2024 Invoice No Description Vendor: OpmmBan Opmm Bank HSA 2024 2024 HSA Employer Contribution - J. Johnson Check Total: Total for Check Run: Total of Number of Checks: 4�� (�?-- Amount Pmt Date Acct Number Check Sequence: 1 1,750.00 11/12/2024 0101-45000-60310 1,750.00 1,750.00 I AN161YR Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (11/07/2024 - 9:22 AM) Page I Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 11/08/2024- 8:09AM Batch: 00408.11.2024 Invoice No Description Vendor: AbleHose Able Hose And Rubber 235617-001 Hose Check Total: Vendor: AceSolid Ace Solid Waste, Inc. 11186760TO67 11/24 Rental Property Garbage Service Check Total: Vendor: AW WA American Water Works Assoc 80192753 2025 Membership Dues Check Total: Vendor: AnkCo01 Anoka Co Treasurer Amount Pmt Date Acct Number CN 661 RITY O F Reference Check Sequence: 1 ACH Enabled: False 639.30 11/08/2024 0101-45000-61105 639.30 Check Sequence: 2 ACH Enabled: False 167.13 11/08/2024 4520-49300-62020 167.13 Check Total: Vendor: AmazonBu Amazon Capital Services 114L-NVYY-76MM Program Supplies 167R-FGKD-QP63 Engine Dipstick & Tube for Unit #074818 17H1-DHXF-69L9 Keyfob&Golf Tees 17JK-C7N6-DYJ W 3 Pack Camera Lens Protector for iPhone 1D74-QRH3-H3M6 Spark Plug Boot for Unit #07-4818 IF7Y-7HWQ-NQNV Misc. Supplies IH3D-QP3M-3TFW Bookcase IJFW-NTCR-DGVI Max Hand Cleaner 1TK1-QQMW-WJ3M Jack Hammer Hose CU Coupler Rubber Gasket 1 W 1T-63KX-CNCJ Nitrile Gloves Check Total: Vendor: AW WA American Water Works Assoc 80192753 2025 Membership Dues Check Total: Vendor: AnkCo01 Anoka Co Treasurer Amount Pmt Date Acct Number CN 661 RITY O F Reference Check Sequence: 1 ACH Enabled: False 639.30 11/08/2024 0101-45000-61105 639.30 Check Sequence: 2 ACH Enabled: False 167.13 11/08/2024 4520-49300-62020 167.13 Check Sequence: 3 ACH Enabled: False 53.98 11/08/2024 2130-44400-61055 36.94 11/08/2024 6100-48800-61115 95.14 11/08/2024 2130-44000-61020 93.94 11/08/2024 0101-42200-61020 8.95 11/08/2024 6100-48800-61115 97.20 11/08/2024 6100-48800-61020 305.23 11/08/2024 0101-42200-61020 106.60 11/08/2024 6100-48800-61020 27.99 11/08/2024 0101-45000-61020 88.80 11/08/2024 0101-45000-61020 914.77 Check Sequence: 4 ACH Enabled: False 252.00 11/08/2024 5100-48100-61320 252.00 Check Sequence: 5 ACH Enabled: False AP -Computer Check Proof List by Vendor (1110812024 - 8:09 AM) Page 1 Invoice No Description Amount Pmt Date Acct Number Reference EC11052401 Local Govt Officials Meeting 22.00 11/08/2024 0101-41100-61310 Check Total: 22.00 Vendor: AspenMil Aspen Mills Check Sequence: b ACH Enabled: False 341780 Uniform for Ryan Marinello 79.99 11/08/2024 0101-42200-61305 Check Total: 79,99 Vendor: Astlefor Astleford International Trucks Check Sequence: 7 ACH Enabled: False 01P121666 Control Heater & Manifold Air for Unit #205 408.69 11/08/2024 6100-48800-61115 Check Total 408.69 Vendor: BryanRoc Bryan Rock Products, Inc. Check Sequence: 8 ACH Enabled: False 67388 Red Ball Diamond 6,491.15 11/08/2024 010145000-61130 Check Total: 6,491.15 Vendor: Cap -Frac Capital One Trade Credit - Frattallone's Check Sequence: 9 ACH Enabled: False C81231 Floodlight Cdlss Led & Fasteners 633.70 11/08/2024 0101-42200-61020 C82098 Bushing & Adapter Conduit 7.47 11/08/2024 5100-48100-61005 C82937 Elbow Copper 90 Deg & Adapter Copper 49.06 11/08/2024 2130-44300-61020 C83064 Cord 26.49 11/08/2024 0101-43100-61020 C83785 Fasteners & Y -Conn W/Shutoff Brass 19.9t 11/08/2024 610048800-61020 C84852 Supplies for WM Improv - Crosstown Blvd 45.61 11/08/2024 411049300-61020 C85784 Coupling Hose & Mender Hse 36.95 11/08/2024 6100-48800-61115 C86780 WM Improve - Crosstown Blvd, Sun & Shade M 39.99 11/08/2024 4110-49300-61020 Check Total: 859.18 Vendor: Centerpt CenterPoint Energy Check Sequence: 10 ACH Enabled: False 11078651-4 Vehicle Maint Bldg 453.68 11/08/2024 6100-48800-62015 11078651-4 11078654-8 Cold Storage 29.64 11/08/2024 0101-41940-62015 11078654-8 11369722-1 2607 BunkerLkBlvd MAIN(4-plex) 45.43 11/08/2024 4520-49300-62015 11369722 11530729-0 Lift Station#11 28.79 11/08/2024 5200-48200-62015 11530729 136990884 1785 Crosstown Blvd (Generator) -5.43 11/08/2024 0101-41950-62015 13699088-4 13731461-3 13718 Xavis St (Duplex) -9.82 11/08/2024 4520-49300-62015 13731461-3 137751624 2527 Bunker Lake Blvd - Unit #3 91.56 11/08/2024 4520-49300-62015 8743371 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 2 Invoice No Description Amount Pmt Date Acct Number Reference 2001737-2 2527 Bunker Lk Blvd #2 (4-plex) 10.83 11/08/2024 4520-49300-62015 2001737-2 5825952-4 Equipment Building 33.99 11/08/2024 0101-41950-62015 5825952 5840270-2 Water Treatment Plant 497.09 11/08/2024 5100-48100-62015 5840270 5840341-1 Prairie Knoll Park 23.47 11/08/2024 0101-41990-62015 5840341 5841153-9 Fire Station#1 85.18 11/08/2024 0101-41920-62015 5841153 5841451-7 Fire Station #2 81.21 11/08/2024 0101-41920-62015 5841451 5852601-3 Fire Station #3 97.77 11/08/2024 0101-41920-62015 5852601 5864630-8 Pumphouse#4 17.10 11/08/2024 5100-48100-62015 5864630 5883191-8 Sunshine Park 17.10 11/08/2024 0101-41970-62015 5883191 5893307-8 Well #1 17.10 11/08/2024 5100-48100-62015 5893307 5907226-4 Pumphouse#6 17.10 11/08/2024 510048100-62015 5907226 5927939-8 Pumphouse#7 17.10 11/08/2024 5100-48100-62015 5927939 5945463-7 Well#3 17.10 11/08/2024 5100-48100-62015 5945463 5950580-0 City Hall/Senior Center 74.89 11/08/2024 0101-41910-62015 5950580 6122874-8 Lift Station #4 17.10 11/08/2024 5200-48200-62015 6122874 6402167055-5 Lift Station #10 29.80 11/08/2024 5200-48200-62015 6402167055 6402417246-8 2527 BunkerLkBlvd MAIN(4-plex) 10.83 11/08/2024 4520-49300-62015 6402417246 6402418664-1 2527 Bunker Lk Blvd #1 (4-plex) 11.71 11/08/2024 4520-49300-62015 2001737-2 6402418666-6 2527 Bunker LkBlvd #4 (4-plex) 10.83 11/08/2024 4520-49300-62015 6402418666 6402630849-0 2542138th Ave #3 (4-plex) 10.83 11/08/2024 452049300-62015 6402630849 6402901722-1 2503138th Ave (Duplex) 15.44 11/08/2024 4520-49300-62015 6402901722 6402901726-2 2542138th Ave #2 (4-plex) 11.76 11/08/2024 4520-49300-62015 6402901726-2 7575198-2 ASN Ballfields 17.10 11/08/2024 0101-41980-62015 7575198 7725077-7 Lift Station #1 17.10 11/08/2024 520.0-48200-62015 7725077 8743371-0 Warming House 17.10 11/08/2024 0101-45000-62015 8743371 Check Total: 1,810.48 Vendor: CentHydr Central Hydraulics, Inc Check Sequence: 11 ACH Enabled: False 00628182 Parts for Unit #17-99 37.80 11/08/2024 6100-48800-61115 Check Total: 37.80 Vendor: ChetsSho Chet's Shoes, Inc. Check Sequence: 12 ACH Enabled: False 521145 Safety Boots - Mitch Otten 175.00 11/08/2024 010143100-61005 521145 Safety Boots - Justin Kost 217.00 11/08/2024 0101-41600-61005 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 3 Invoice No Description Amount Pont Date Acct Number Reference 521145 Safety Boots - Justin Overby 162.00 11/08/2024 5200-48200-61005 521145 Safety Boots -Al Koester 179.00 11/08/2024 0101-41600-61005 821145 Safety Boots - Jerry Kroll 286.00 11/08/2024 0101-43100-61005 Check Total: 1,019.00 Vendor: Cint"GK Cintas Corp Check Sequence: 13 ACH Enabled: False 4208056763 Floor Mat Rental 45.74 11/08/2024 0101-41920-62200 4208791074 Floor Mat Rental 35.00 11/08/2024 0101-41910-62200 4210239347 Floor Mat Rental 35.00 11/08/2024 0101-41910-62200 4210239350 Floor Mat Rental 71.76 11/08/2024 5100-48100-62200 4210239395 Floor Mat Rental 30.00 11/08/2024 0101-41930-62200 4210239419 Uniform Clean & Shop Towels 104.41 11/08/2024 6100-48800-61020 4210239557 Uniform Cleaning 26.88 11/08/2024 5100-48100-61020 4210239557 - Uniform Cleaning 26.89 11/08/2024 010143300-61020 4210239557 Uniform Cleaning 53.73 11/08/2024 5200-48200-61020 4210239557 Uniform Cleaning 188.10 11/08/2024 0101-43100-61020 4210239557 Uniform Cleaning 107.45 11/08/2024 0101-45000-61020 Check Total: 724.96 Vendor: Comcast5 Comcast Check Sequence: 14 ACH Enabled: False 8772107890001086 City Hall -Internet 324.87 11/08/2024 0101-41910-62030 8772107890001086 Public Works - Internet 324.88 11/08/2024 0101-41930-62030 8772107890001086 Fire Station #3 72.79 11/08/2024 0101-41920-62030 763-434-6173 8772107890001086 Andover Station N Ballfields 45.65 11/08/2024 0101-41980-62030 763-767-2547 8772107890001086 Public Works 19.99 11/08/2024 0101-41930-62030 763-755-8118 8772107890001086 Public Works 79.94 11/08/2024 5100-48100-62030 763-755-8118 8772107890001086 Water Treatment Plant 127.07 11/08/2024 5100-48100-62030 763-862-8874 8772107890001086 Fire Station#2 45.65 11/08/2024 0101-41920-62030 763-421-9426 8772107890001086 Community Center 204.56 11/08/2024 2130-44000-62030 763-755-2129 8772107890001086 Sunshine Park 45.65 11/08/2024 0101-41970-62030 763-755-9189 8772107890001086 City Hall 99.94 11/08/2024 0101-41910-62030 763-755-5100 Check Total: 1,390.99 Vendor: CoonRapi City of Coon Rapids Check Sequence: 15 ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 4 Invoice No Description Amount Pmt Date Acct Number Reference AR -0000014502 Recycling Plastic Bags 100.00 11/08/2024 0101-46000-63010 Check Total: 100.00 Vendor: Cou tSSv Country Side Services of MN, Inc Check Sequence: 16 ACH Enabled: False 1-112580 - Wiper Fluid &Elbow 90 Deg 133.24 11/08/2024 6100-48800-61115 Check Total: 133.24 Vendor: DavisEqu Davis Equipment Corporation Check Sequence: 17 ACH Enabled: False E120047A Wheel Hub, Motor, Hub Nut & Key -Jac 1,986.64 11/08/2024 610048800-61115 Check Total: 1,986.64 Vendor: DeptLabo Department of Labor & Industry Check Sequence: 18 ACH Enabled: False OCT0030042024 October 2024 Surcharge Report 2,673.34 11/08/2024 0101-00000-23201 OCT0030042024 October 2024 Surcharge Report -53.47 11/08/2024 0101-41400-58100 Check Total: 2,619.87 Vendor: Divisil6 Division 16 Electric, LLC Check Sequence: 19 ACH Enabled: False 9128 Outdoor Ice Arena - Replace Wire From Theft 865.00 11/08/2024 0101-45000-63100 9152 Eaton Factory Breaker Testing @ WTP 3,152.93 11/08/2024 5100-48100-63115 Check Total: 4,017.93 Vendor: ECM ECM Publishers, Inc. Check Sequence: 20 ACH Enabled: False 1021379 Ordinance No 567 Summary 96.80 11/08/2024 0101-41500-63025 1022416 Monthly Recycling Program 265.00 11/08/2024 0101-46000-63025 Check Total: 361.80 Vendor: Ehlers Ehlers & Associates, Inc. Check Sequence: 21 ACH Enabled: False 98828 Arbitrage Report Ending 08/01/2024 5,000.00 11/08/2024 3406-47000-63005 Check Total: 5,000.00 Vendor: ElinMarc Elm Marco Group Check Sequence: 22 ACH Enabled: False 4702 - Escrow 4702 175th Ave NW 7,000.00 11/08/2024 7200-00000-24204 4702 - Insp Fee 4702 175th Ave NW -75.00 11/08/2024 0101-41600-54180 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 5 Invoice No Description Amount Pmt Date Acct Number Reference 6,925.00 Check Total: Vendor: Ferguson Ferguson Waterworks #2518 0532295 Reg P/C USG 2 T10*X 11/08/2024 Check Total: Vendor: Ferrellg Ferrellgas 1128219519 Bulk Propane Check Total: Vendor: ForceAm Force America Distributing LLC IN001-2016997 Misc. Supplies ACH Enabled: Check Total: Vendor: GopherSt Gopher State One -Call Inc 4100183 October 2025 Billable Locates 4100183 October 2025 Billable Locates Check Total: Vendor: Grainger Grainger 9293995867 Garden Hose 9296863948 90 Deg Elbow, Connector & Union Tee 9297118565 Chemicals for Water Treatment Plant 11/08/2024 Check Total: Vendor: Greatlan Grea0and Corporation 9519949 Laser Checks Check Total: Vendor: HomDepU! Home Depot USA 2024-04236 Refund Permit - Job Cancelled - 279 141st Ave 1, ACH Enabled: Check Total: Vendor: hmovOff Innovative Office Solutions, LLC 6,925.00 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 6 Check Sequence: 23 ACH Enabled: False 123.57 11/08/2024 5100-48100-61150 123.57 Check Sequence: 24 ACH Enabled: False 24.91 11/08/2024 6100-48800-61020 24.91 Check Sequence: 25 ACH Enabled: False 438.73 11/08/2024 6100-48800-61115 438.73 Check Sequence: 26 ACH Enabled: False 257.17 11/08/2024 5200-48200-63040 257.18 11/08/2024 5100-48100-63040 514.35 Check Sequence: 27 ACH Enabled: False 13.08 11/08/2024 5100-48100-61005 82.56 11/08/2024 5100-48100-61005 38.56 11/08/2024 5100-48100-61040 134.20 Check Sequence: 28 ACH Enabled: False 2,249.60 11/08/2024 0101-41400-61005 2,249.60 Check Sequence: 29 ACH Enabled: False 76.00 11/08/2024 0101-42300-52185 76.00 Check Sequence: 30 ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 6 Invoice No Description Amount Pmt Date Acct Number Reference IN4680166 Paper Towel & Bath Tissue 186.68 11/08/2024 6100-48800-61025 IN4685031 Paper Towel, Liners, Bulk Oil & Wipes 1,378.82 11/08/2024 2130-44000-61020 Check Total: 1,565.50 Vendor: Insight Insight Public Sector Check Sequence: 31 ACH Enabled: False 1101218230 Address Labels for Elections 223.25 11/08/2024 0101-41310-61005 1101218233 HP Ink Cartridge 75.69 11/08/2024 010141420-61225 Check Total: 298.94 Vendor: InterBat Interstate All Battery Center Check Sequence: 32 ACH Enabled: False 1901201011780 Battery for Unit #19-163 23.40 11/08/2024 6100-48800-61115 Check Total: 23.40 Vendor: JohnCont Johnson Controls, Inc Check Sequence: 33 ACH Enabled: False 1-133825092648 Repairs for YMCA Pool ABU Stage 3 406.00 11/08/2024 2130-04000-63105 Check Total: 406.00 Vendor: 1RAdvanc JR's Advanced Recyclers Check Sequence: 34 ACH Enabled: False 114309 Recyling Appliances, Electronics & Bulbs 150.00 11/08/2024 0101-46000-63010 114310 Recyling Appliances & Electronics _ 370.00 11/08/2024 010146000-63010 Check Total: 520.00 Vendor: JunteneE Eric Juntenen Check Sequence: 35 ACH Enabled: False 2024-04350 Refund permit that was not needed. 72.00 11/08/2024 0101-42300-52190 Check Total: 72.00 Vendor: JuveRE JUVE Real Estate Check Sequence: 36 ACH Enabled: False 10-2024 October 2024 Maitenance & Materials 1,414.54 11/08/2024 452049300-63105 10-2024 October 2024 Management Services 867.50 11/08/2024 4520-49300-63010 Check Total: 2,282.04 Vendor: LeicaGeo Leica Geosystems Inc. Check Sequence: 37 ACH Enabled: False 21697715 GEB334 Batteries 486.00 11/08/2024 010141600-61205 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 7 Invoice No Description Amount Pmt Date Acct Number Reference Check Total 486.00 Vendor: Loes Lee's Oil Company Check Sequence: 38 ACH Enabled: False 95587 Recycling Oil Filters & Anti -Freeze 100.00 11/08/2024 0101-46000-63010 95588 Recycling Oil Filters 35.00 11/08/2024 0101-46000-63010 95714 Recycling Oil Filters & Anti -Freeze 152.50 11/08/2024 0101-46000-63010 Check Total: 287.50 Vendor: Lumen Lumen Check Sequence: 39 ACH Enabled: False 712055268 Phone Service -Fire Station #3 32.78 11/08/2024 010141920-62030 712055268 Phone Service - Public Works 98.36 11/08/2024 0101-41930-62030 712055268 Phone Service - Comm Ctr 131.14 11/08/2024 2130-44000-62030 712055268 Phone Service - Vehicle Maint 65.57 11/08/2024 6100-48800-62030 712055268 Phone Service - City Hall 163.93 11/08/2024 0101-41910-62030 712055268 Phone Service - Fire Station #2 32.79 11/08/2024 0101-41920-62030 712055268 Phone Service - Fire Station#1 98.36 11/08/2024 010141920-62030 712055268 Phone Service - WTP 32.78 11/08/2024 5100-48100-62030 Check Total: Vendor: MacgEmer Macqueen Emergency Group P60720 Lite Red Warning LED Check Total: Vendor: MakinenD Dana Makinen 2024 2024 Medical Flex Account Check Total: Vendor: Marco Marco Technologies LLC 541414710 HP T2600 Wide Format Copier 541414710 HP T2600 Wide Format Copier 541414710 HP T2600 Wide Format Copier 541414710 HP T2600 Wide Format Copier Check Total: Check Sequence: 40 85.04 11/08/2024 6100-48800-61115 85.04 Check Sequence: 41 101.80 11/08/2024 0101-00000-21211 101.80 Check Sequence: 42 92.88 11/08/2024 0101-41600-62200 92.88 11/08/2024 0101-41500-62200 237.36 11/08/2024 2210-41600-62200 92.88 11/08/2024 0101-42300-62200 516.00 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 8 Invoice No Description Amount Pont Date Acct Number Reference Vendor: MartMcAl Martin -McAllister Check Sequence: 43 ACH Enabled: False 16450 Public Safety Assessment 1,250.00 11/08/2024 0101-42200-63005 Check Total: 1,250.00 Vendor: Menards Menards Inc Check Sequence: 44 ACH Enabled: False 28530 Eling Commercial WH Seat 25.99 11/08/2024 0101-41990-61120 29818 Misc. Supplies 243.46 11/08/2024 510048100-61135 29872 Paint& Supplies 219.32 11/08/2024 0101-45000-61105 29886 Airwick Refills & Glade Plus Pisco Warmer 45.08 11/08/2024 010141910-61120 29891 Elbows 1.12 11/08/2024 5100-48100-61135 Check Total: 534.97 Vendor: MNEquipn Minnesota Equipment Check Sequence: 45 ACH Enabled: False P65930 Filter for Unit #22-514 36.92 11/08/2024 6100-48800-61115 P66133 Light Kit for Unit #24-598 331.70 11/08/2024 6100-48800-61115 Check Total: 368.62 Vendor: No Valley North Valley, Inc. Check Sequence: 46 ACH Enabled: False 11557108 Refund Water Meter Deposit -761.39 11/08/2024 5100-48100-55110 11557108 Refund Water Meter Deposit 2,500.00 11/08/2024 5100-00000-24201 11557108 Water Meter Sales Tax -61.86 11/08/2024 5100-00000-20301 11557108 Refund Water Meter Deposit -618.00 11/08/2024 5100-48100-55150 Check Total: 1,058.75 Vendor: ODP Bus ODP Business Solutions, LLC Check Sequence: 47 ACH Enabled: False 389163592001 PW Office Depot Supplies 9.23 11/08/2024 510048100-61005 389163592001 PW Office Depot Supplies 2.59 11/08/2024 0101-46000-61005 389163592001 PW Office Depot Supplies 12.92 11/08/2024 0101-45000-61005 389163592001 PW Office Depot Supplies 3.69 11/08/2024 010143200-61005 389163592001 PW Office Depot Supplies 5.53 11/08/2024 0101-43100-61005 389163592001 PW Office Depot Supplies 17.72 11/08/2024 5200-48200-61005 390007512001 CC Office Depot Supplies 84.12 11/08/2024 2130-44000-61005 390007512001 CC Office Depot Supplies 84.11 11/08/2024 2130-44300-61005 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 9 Invoice No Description Amount Pmt Date Acct Number Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 10 Check Total: 219.91 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 48 3253-444890 Air Filters for Stock 52.81 11/08/2024 6100-48800-61115 3253-445166 Fuel Filters for Stock 13.19 11/08/2024 610048800-61115 3253-445363 Oil Filters for Stock 31.74 11/08/2024 6100-48800-61115 3253446005 Heater Hose for Unit #07-191 144.90 11/08/2024 6100-48800-61115 3253-446371 Batteries for Unit #I1-852 215.82 11/08/2024 610048800E 1115 3253-446389 Filters for Unit #22-514 144.03 11/08/2024 6100-48800-61115 3253-446590 Light Socket for Unit#16 7.49 11/08/2024 610048800-61115 3253447732 Light for Stock 1438 11/08/2024 6100-48800-61115 Check Total: 624.36 Vendor: Plunkett Plunkett's Pest Control, Inc. Check Sequence: 49 8869853 Pest Control @ Pumphouse #9 75.00 11/08/2024 5100-48100-63010 8869867 Pest Control @ Lift Station #2 75.00 11/08/2024 5200-48200-63010 8869887 Pest Control @ Pumphouse #3 75.00 11/08/2024 5100-48100-63010 8870313 Pest Control @ Storm Water Pump 75.00 11/08/2024 5300-48300-63010 8870344 Pest Control @ Lift Station #9 75.00 11/08/2024 5200-48200-63010 8870354 Pest Control @ Lift Station #10 75.00 11/08/2024 5200-48200-63010 8870378 Pest Control @ Lift Station #6 75.00 11/08/2024 5200-48200-63010 8870849 Pest Control @ Lift Station #11 75.00 11/08/2024 5200-48200-63010 8871168 Pest Control @ Lift Station #3 75.00 11/08/2024 5200-48200-63010 8871195 Pest Control @ Lift Station #8 75.00 11/08/2024 5200-48200-63010 8871230 Pest Control @ Pumphouse #7 75.00 11/08/2024 510048100-63010 8871247 Pest Control @ Lift Station #4 75.00 11/08/2024 5200-48200-63010 8871263 Pest Control @ Altitude Control Valve 75.00 11/08/2024 510048100-63010 8871285 Pest Control @ Lift Station #7 75.00 11/08/2024 52004820063010 8871296 Pest Control @ Lift Station #1 75.00 11/08/2024 520048200-63010 8871320 Pest Control @ Lift Station #5 75.00 11/08/2024 5200-48200-63010 8871351 Pest Control @ Pumphouse #4 75.00 11/08/2024 51004810063010 8871370 Pest Control @ Pumphouse #5 75.00 11/08/2024 5100-48100-63010 8871405 Pest Control @ Pumphouse #8 75.00 11/08/2024 5100-48100-63010 8871424 Pest Control @ Pumphouse #6 75.00 11/08/2024 5100-48100-63010 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 10 Invoice No Description Amount Pmt Date Acct Number Reference 8871474 Pest Control @ Pumphouse #2 8873175 Pest Control @ Fire Station #1 8873288 Pest Control @ Fire Station #2 8873354 Pest Control @ Fire Station #3 136.28. Check Total: Vendor: PreCise PreCise MRM LLC IN200-2001228 Misc. Supplies 11/08/2024 Check Total: Vendor: R&R R&R Specialties of Wisconsin 0083393 -IN Roller Board Brash & Poly Runner 0083447 -IN Power & Board Brush, Impeller Water Pump & 2130-44300-61020 Check Total: Vendor: RCMSpeci RCM Specialties Inc 9902 Emulsion Check Total: Vendor: RepSvccs Republic Services #894 0894-006874952 10/12/2024 Shredding Event Check Total: Vendor: RinkSys Rink Systems, Inc. 101041 Ad Panel 1,004.73 Check Total: Vendor: RobertCh Christine Roberts 2024-00760 Pool Escrow - 1355 162nd Ave NW Check Total: Vendor: Rosenqui Rosenquist Construction Inc. 41386 Repair Roof Leak, 75.00 11/08/2024 5100-48100-63010 136.28 20.65 11/08/2024 0101-41920-63010 136.28. 11/08/2024 0101-41920-63010 136.28 11/08/2024 0101-41920-63010 1,983.84 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 11 Check Sequence: 50 ACH Enabled: False 20.65 11/08/2024 010143100-61020 20.65 Check Sequence: 51 ACH Enabled: False 144.85 11/08/2024 2130-44300-61020 1,506.40 11/08/2024 2130-44300-61020 1,651.25 Check Sequence: 52 ACH Enabled: False 1,004.73 11/08/2024 0101-43100-61125 1,004.73 Check Sequence: 53 ACH Enabled: False 859.70 11/08/2024 010146000-63010 859.70 Check Sequence: 54 ACH Enabled: False 1,368.18 11/08/2024 2130-44300-61020 1,368.18 Check Sequence: 55 ACH Enabled: False 1,500.00 11/08/2024 0101-00000-24217 1,500.00 Check Sequence: 56 ACH Enabled: False 515.00 11/08/2024 2130-44000-63105 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 11 Invoice No Description Amount Pmt Date Acct Number Reference 515.00 Check Total: Vendor: SaltCo Sa1tCo 143845 Check Sequence: 57 Solar Salt Premium Crystals False 880.00 Check Total: Vendor: SlothIns Sloth Inspections, Inc. 2024 October 2024 Electrial Inspections Check Total: Vendor: SOTAClea SOTA Clean LLC 1821 6,855.75 Monthly Cleaning Service 1821 Monthly Cleaning Service 1821 Monthly Cleaning Service 1821 Monthly Cleaning Service Check Sequence: 59 Check Total: Vendor: StarTri2 Star Tribune 10962115 Want Subscription - 11/14/2024 - 01/09/2025 377.65 11/08/2024 Check Total: Vendor: Timesave Timesaver M29580 0101-41920-63010 City Council Meetings 1,284.01 Check Total: Vendor: Towmaste Towmaster 472850 Tarps for Units #11-207 & #206 Check Total: Vendor: TmdSmI Tradewell Soil Testing 24278 70.02 Pine Hills North Building 0101-41200-61320 Check Total: Vendor. TCFilter Twin City Filter Service, Inc. 515.00 Check Sequence: 57 ACH Enabled: False 880.00 11/08/2024 2130-44000-61020 880.00 Check Sequence: 58 ACH Enabled: False 6,855.75 11/08/2024 010142300-63005 6,855.75 Check Sequence: 59 ACH Enabled: False 1,548.37 11/08/2024 0101-41910-63010 377.65 11/08/2024 6100-48800-63010 566.47 11/08/2024 0101-41920-63010 1,284.01 11/08/2024 0101-41930-63010 3,776.50 Check Sequence: 60 ACH Enabled: False 70.02 11/08/2024 0101-41200-61320 70.02 Check Sequence: 61 ACH Enabled: False 494.13 11/08/2024 0101-41100-63005 494.13 Check Sequence: 62 ACH Enabled: False 4,461.16 11/08/2024 6100-48800-61115 4,461.16 Check Sequence: 63 ACH Enabled: False 950.00 11/08/2024 4150-49300-63005 950.00 Check Sequence: 64 - ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 W Page 12 Invoice No Description Amount Pmt Date Acct Number Reference 0767346 -IN Filters 206.71 11/08/2024 5100-48100-61120 Check Total: 206.71 Vendor: Uline Uline Check Sequence: 65 ACH Enabled: False 184317296 Folding Tables 1,621.94 11/08/2024 2130-44400-61020 Check Total: 1,621.94 Vendor: VikAutoS Viking Automatic Sprinkler Co. Check Sequence: 66 ACH Enabled: False 1025-F384881 Comm Ctr Golf Simulator 850.00 11/08/2024 2130-44300-63105 Check Total: 850.00 Vendor: WLHallCo W. L. Hall Company Check Sequence: 67 ACH Enabled: False 15305 Interiors Repair 950.00 11/08/2024 2130-44000-63105 Check Total: 950.00 Vendor: WalterRR Walters Recycling & Refuse Inc Check Sequence: 68 ACH Enabled: False 215084/8189172 September 2024 Recycling Center 3,061.93 11/08/2024 0101-46000-63010 215084/8263402 October 2024 Recycling Center 3,061.93 11/08/2024 0101-46000-63010 240777/8189964 September 2024 Commercial Waste & Recycling 302.70 11/08/2024 2130-44100-62020 240777/8189964 September 2024 Commercial Waste & Recycling 908.09 11/08/2024 2130-44000-62020 240777/8264181 October 2024 Commercial Waste & Recycling 908.09 11/08/2024 2130-44000-62020 240777/8264181 October 2024 Commercial Waste & Recycling 302.70 11/08/2024 2130-44100-62020 Check Total: 8,545.44 Vendor: WellsFar Wells Fargo Bank Check Sequence: 69 ACH Enabled: False Membership Dues NFSA 50.00 11/08/2024 0101-42200-61320 Membership Dues 625.00 11/08/2024 0101-43100-61320 Comm Ctr Golf Simulator 483.96 11/08/2024 2130-44300-61020 Conference Meals 175.09 11/08/2024 6100-48800-61310 Conference Registration 275.00 11/08/2024 0101-41600-61315 Leadership Meeting 57.72 11/082024 0101-42200-61310 Vending Machine 53.99 11/08/2024 7100-00000-24208 Ad for Job 25.00 11/082024 0101-41230-63025 WHENIWORK Membership 70.00 11/082024 2130-44000-61320 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AND Page 13 Invoice No Description Amount Pmt Date Acct Number Reference Hydrocad Software 264.00 11/08/2024 0101-41600-61220 Subscription 39.00 11/08/2024 0101-43200-61325 Council Meeting 74.76 11/08/2024 0101-41100-61310 Level Switch, Single Pole & Double Throw 496.34 11/08/2024 6100-48800-61120 Emergency Relief Valve Replacement - Comp Pi 174.36 11/08/2024 2130-44300-63105 Fuel 73.72 11/08/2024 5300-48300-61005 Fitness Room 22.59 11/08/2024 0101-41230-61005 Team Lunch Meeting 58.28 11/08/2024 0101-42200-61310 Led Light for Unit #4819 & Tires for Unit #13-9 548.58 11/08/2024 610048800-61115 USB Charger 18.36 11/08/2024 0101-43100-61020 Stall Mat 118.62 11/08/2024 0101-45000-61020 Vehicle Maint. Laptop 107.05 11/08/2024 0101-41420-61225 Council Workshop 115.23 11/08/2024 0101-41100-61310 Hotel for Conference 527.55 11/08/2024 5100-48100-61310 Registration for Conference 320.00 11/08/2024 0101-42300-61315 Misc. Supplies 190.82 11/08/2024 0101-42200-61020 Public Safety Meeting 18.22 11/08/2024 0101-42200-61310 Membership Dues -PSHRA 175.00 11/08/2024 0101-41230-61320 AP -Computer Check Proof List by Vendor (11/08/2024-- 8:09 AM) Page 14 Check Total: 5,158.24 Vendor: WHSecuri WH Security Check Sequence: 70 ACH Enabled: False 150-1681-3487 Security System @ Sunshine Park 33.95 11/08/2024 0101-41970-63010 150-1682-7288 Security System @ Andover Station North 52.95 11/08/2024 0101-41980-63010 150-1693-9665 Security System @ FS#1 72.90 11/08/2024 0101-41920-63010 150-1694-3764 Security System @ City Hall 72.90 11/08/2024 0101-41910-63010 150-1694-6826 Security System @ Public Works 72.90 11/08/2024 0101-41930-63010 150-1694-9717 Security System @ Vehicle Maint 72.90 11/08/2024 610048800-63010 150-1697-0765 Security System @ FSO 82.90 11/08/2024 0101-41920-63010 Check Total: 461.40 - Vendor: WhiteCap White Cap, L.P. Check Sequence: 71 ACH Enabled: False 50028901900 Sikagrout 426.96 11/08/2024 5300-48300-61145 Check Total: 426.96 AP -Computer Check Proof List by Vendor (11/08/2024-- 8:09 AM) Page 14 Invoice No Description Amount Pmt Date Acct Number Reference Total for Check Run: 95,491.42 Total of Number of Checks: 71 AP -Computer Check Proof List by Vendor (11/08/2024 - 8:09 AM) Page 15 Accounts Payable Computer Check Proof List by Vendor User: LBrezinka Printed: 11/13/2024 - 10:35AM Batch: 00415.11.2024 Invoice No Description Amount Pmt Date Acct Number Reference Vendor: AhMecha Air Mechanical Check Sequence: 1 ACH Enabled: False P #2024-04442 Permit Refund #2024-04442 23.20 11/15/2024 0101-42300-52190 Check Total: 23.20 Vendor: AnkCol4 Anoka Cc Recorder Check Sequence: 2 ACH Enabled: False 24-38517 Recording Fees 46.00 11/15/2024 0101-41500-63215 24-39447 Recording Fees 46.00 11/15/2024 0101-41500-63215 24-40668 Transform Church Parking Lot Exp 46.00 11/15/2024 7200-00000-24207 - Check Total: 138.00 Vendor: BratlanP Paul Bratland Check Sequence: 3 ACH Enabled: False Pool Escrow Rel 15315 Verdin St Pool Escrow Release 1,500.00 11/15/2024 0101-00000-24217 Check Total: 1,500.00 Vendor: CintasGK Cintas Corp Check Sequence: 4 ACH Enabled: False 4210953614 Uniform Cleaning 120.39 11/15/2024 6100-48800-61020 4210953742 Uniform Cleaning 188.10 11/15/2024 0101-43100-61020 4210953742 Unifonn Cleaning 26.89 11/15/2024 0101-43300-61020 4210953742 Uniform Cleaning 107.45 11/15/2024 0101-45000-61020 4210953742 Uniform Cleaning 53.73 11/15/2024 5200-48200-61020 4210953742 Uniform Cleaning 26.88 11/15/2024 510048100-61020 Check Total: 523.44 Vendor: CitwdPlu Citywide Plumbing, LLC Check Sequence: 5 ACH Enabled: False 8299 FS #I Toilet broken flange, new wax ring and ca 484.00 11/15/2024 0101-41920-63105 AP -Computer Check Proof List by Vendor (11/13/2024 - 10:35 AM) Page 1 Invoice No Description Amount Pont Date Acct Number Reference WC Deductible 23489 WC Deductible 23556 WC Deductible Check Total: 484.00 Vendor: ECM ECM Publishers, Inc. Check Sequence: 6 ACH Enabled: False 1022591 Deliquent Utilities 57.40 11/15/2024 5100-48100-63025 1022591 Deliquent Utilities 56.00 11/15/2024 5200-48200-63025 1022591 Deliquent Utilities 56.00 11/15/2024 5300-48300-63025 1022592 5 Yr Street Recon Plan 181.50 11/15/2024 4140-49300-63025 1022593 Nov 12 PH Hogie Driveway IUP 102.85 11/15/2024 010141500-63025 1022594 Nov 12 PH Meadows East PUD 78.65 11/15/2024 0101-41500-63025 1022595 Nov 12 PH Andover Crossings Plat 114.95 11/15/2024 0101-41500-63025 Check Total: Vendor: GBRlnter GBR Interpreting & Translation Services 22961 Discuss Parking Lot & Fencing Vendor: MailSolu 42263 Check Total: Mailing Solutions Oct/Nov Newsletter Check Total: Vendor: Medline Medline Industries, LP 2343594177 Lube Jelly, Pulse Oximeter & Dressings 647.35 Check Sequence: 7 ACH Enabled: False 100.00 11/15/2024 0101-41500-63005 100.00 Check Sequence: 8 ACH Enabled: False 588.57 11/15/2024 6200-48900-62105 558.62 11/15/2024 6200-48900-62105 389.90 11/15/2024 6200-48900-62105 1,537.09 Check Sequence: 9 ACH Enabled: False 146.05 11/15/2024 0101-42200-63100 3,215.00 11/15/2024 010142200-63010 3,361.05 Check Sequence: 10 ACH Enabled: False 284.46 11/15/2024 0101-41210-61405 284.46 Check Sequence: I1 ACH Enabled: False 147.76 11/15/2024 0101-42200-61020 AP -Computer Check Proof List by Vendor (11/13/2024 - 10:35 AM) Page 2 Check Total: Vendor: LMNCIT League of Minnesota Cities Insurance Trust 23419 WC Deductible 23489 WC Deductible 23556 WC Deductible Vendor: MailSolu 42263 Check Total: Mailing Solutions Oct/Nov Newsletter Check Total: Vendor: Medline Medline Industries, LP 2343594177 Lube Jelly, Pulse Oximeter & Dressings 647.35 Check Sequence: 7 ACH Enabled: False 100.00 11/15/2024 0101-41500-63005 100.00 Check Sequence: 8 ACH Enabled: False 588.57 11/15/2024 6200-48900-62105 558.62 11/15/2024 6200-48900-62105 389.90 11/15/2024 6200-48900-62105 1,537.09 Check Sequence: 9 ACH Enabled: False 146.05 11/15/2024 0101-42200-63100 3,215.00 11/15/2024 010142200-63010 3,361.05 Check Sequence: 10 ACH Enabled: False 284.46 11/15/2024 0101-41210-61405 284.46 Check Sequence: I1 ACH Enabled: False 147.76 11/15/2024 0101-42200-61020 AP -Computer Check Proof List by Vendor (11/13/2024 - 10:35 AM) Page 2 Check Total: Vendor: MacgEmer Macqueen Emergency Group P36656 Install Rebuild Kit on Line Valve P38563 SCBA Flow Test Vendor: MailSolu 42263 Check Total: Mailing Solutions Oct/Nov Newsletter Check Total: Vendor: Medline Medline Industries, LP 2343594177 Lube Jelly, Pulse Oximeter & Dressings 647.35 Check Sequence: 7 ACH Enabled: False 100.00 11/15/2024 0101-41500-63005 100.00 Check Sequence: 8 ACH Enabled: False 588.57 11/15/2024 6200-48900-62105 558.62 11/15/2024 6200-48900-62105 389.90 11/15/2024 6200-48900-62105 1,537.09 Check Sequence: 9 ACH Enabled: False 146.05 11/15/2024 0101-42200-63100 3,215.00 11/15/2024 010142200-63010 3,361.05 Check Sequence: 10 ACH Enabled: False 284.46 11/15/2024 0101-41210-61405 284.46 Check Sequence: I1 ACH Enabled: False 147.76 11/15/2024 0101-42200-61020 AP -Computer Check Proof List by Vendor (11/13/2024 - 10:35 AM) Page 2 Invoice No Description Amount Pmt Date Acct Number Reference Total for Check Run: Total of Number of Checks: 147.76 Check Total: Vendor: NCPERS NCPERS Group Life Ins 312000122024 Dec 24 Check Total: Vendor: SharperH Sharper Homes 1144 -169th 1144 - 169th Ave NW Escrow Release 1144 -169th 1144- 169th Ave NW Escrow Release Check Total: Vendor: T -Mobile T -Mobile 996808011 Oct 09/21-10/20 996808011 Oct 09/21-10/20 996808011 Oct 09/21-10/20 996808011 Oct 09/21-10/20 996808011 Oct 09/21-10/20 Check Total: Vendor: Verizon Verizon Wireless 9977725648 Storm Water Pump - 13955 Eagle St NW Check Total: Total for Check Run: Total of Number of Checks: 147.76 Check Sequence: 12 ACH Enabled: False 160.00 11/15/2024 0101-00000-21205 160.00 Check Sequence: 13 ACH Enabled: False 7,250.00 11/15/2024 7200-00000-24204 -75.00 11/15/2024 0101-41600-54180 7,175.00 Check Sequence: 14 ACH Enabled: False 161.98 11/15/2024 0101-41600-62030 43.61 11/15/2024 0101-41420-62030 87.22 11/15/2024 OI01-43100-62030 43.61 11/15/2024 510048100-62030 87.22 11/15/2024 2130-44000-62030 423.64 Check Sequence: 15 ACH Enabled: False 25.02 11/15/2024 5300-48300-62030 25.02 15 AP -Computer Check Proof List by Vendor (11/13/2024 - 10:35 AM) Page 3 Accounts Payable Andover Firefighters Relief Association Vendor: KarlChev Computer Check Proof List by Vendor 2024 FireAid c t TND ND4r OF User: LBrezinka 010142200-60540 Vendor: MetCounW Printed: 11/14/2024 - 12:56PM 272,622.27 December 2024 Sewer Service Batch: 00419.11.2024 Ban-Koe Companies, Inc Check Sequence: 4 Invoice No Description Amount Pmt Date Acct Number Reference Vendor: AndFire Andover Firefighters Relief Association Vendor: KarlChev Check Sequence: 1 ACH Enabled: False 2024 FireAid 2024 Fire StateAid Pass Thm 272,622.27 11/19/2024 010142200-60540 Vendor: MetCounW Check Total: 272,622.27 December 2024 Sewer Service Vendor: BanKoe Ban-Koe Companies, Inc Check Sequence: 4 Check Sequence: 2 ACH Enabled: False 409899 Fire Panel Upgrade/Replacement 21,541.00 11/19/2024 2510-46500-63105 Check Total: Vendor: Hawkinsl Hawkins & Baumgartner, P.A. Oct 24 Services Oct 24 Services Check Total: Vendor: MetCounE Metropolitan Council Environmental Services October 2024 October 2024 SAC Report October 2024 October 2024 SAC Report Check Total: Vendor: NoValley North Valley, Inc. Pymt App #4 Pay App #4 21,541.00 Check Total: Vendor: KarlChev Karl Chevrolet, Inc. 2024 Chev Truck Sign Truck Chassis 0101-41240-63015 Check Total: Vendor: MetCounW Metro Council Wastewater 0001179080 December 2024 Sewer Service Check Total: Vendor: MetCounE Metropolitan Council Environmental Services October 2024 October 2024 SAC Report October 2024 October 2024 SAC Report Check Total: Vendor: NoValley North Valley, Inc. Pymt App #4 Pay App #4 21,541.00 24,601.50 Check Sequence: 7 ACH Enabled: False 13,837.92 11/192024 4140-49300-63010 AP -Computer Check Proof List by Vendor (11/14/2024 - 12:56 PM) Page 1 Check Sequence:3 ACH Enabled: False 17,620.55 11/19/2024 0101-41240-63015 17,620.55 Check Sequence: 4 ACH Enabled: False 46,945.80 11/19/2024 4180-49300-65400 46,945.80 Check Sequence: 5 ACH Enabled: False 141,463.65 11/19/2024 5200-48200-63230 141,463.65 Check Sequence: 6 ACH Enabled: False 24,850.00 11/19/2024 0101-00000-23201 -248.50 11/19/2024 0101-41400-58100 24,601.50 Check Sequence: 7 ACH Enabled: False 13,837.92 11/192024 4140-49300-63010 AP -Computer Check Proof List by Vendor (11/14/2024 - 12:56 PM) Page 1 Invoice No Description Amount Pmt Date Acct Number Reference Pymt App #4 Pay App #4 Check Total: Vendor: RiceLkCo Rice Lake Construction Group Pay App 5 Final Pay App 5 Final 500.00 Check Total: Vendor: RivardCo Rivard Companies, Inc. 508218 Storm Damage 8/29/2024 508218 Grinder to PW for Storm Materials 508218 Grinder to PW for Storm Materials Check Total: Vendor: RUM RJM Construction LLC Pay App#1 Roof Replacement Pay App #2 -Fina Roof Replacement Check Total Total for Check Run: Total of Number of Checks: 27,266.48 11/19/2024 4140-49300-63010 41,104.40 Check Sequence: 8 91,648.68 11/19/2024 4110.1930063010 91,648.68 153,997.72 837,445.57 10 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/14/2024 - 12:56 PM) Page 2 Check Sequence: 9 24,900.00 11/19/2024 4180-49300-63010 500.00 11/19/2024 0101-43100-63010 500.00 11/19/2024 0101-45000-63010 25,900.00 Check Sequence: 10 129,061.86 11/19/2024 2510-46500-63105 24,935.86 11/19/2024 2510-46500-63105 153,997.72 837,445.57 10 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/14/2024 - 12:56 PM) Page 2 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: David D. Berkowitz, Director of Public Works/City Engineer SUBJECT: Approve Declaration of Encroachment Easement115886 Avocet St. NW — Engineering DATE: November 19, 2024 INTRODUCTION The City Council is requested to approve the Declaration of Encroachment Easement, Conditions & Covenants for 15886 Avocet Street NW. DISCUSSION The property owner at 15886 Avocet Street NW had a pool installed and as a requirement of an inground pool is a fence around the pool. The property owner installed the fence inadvertently in the rear yard drainage and utility easement that has a 100 -year flood high water elevation. After further investigation it was determined that although the fence was installed in the easement the location does not impede within the 100 -year flood elevation therefore not adversely affecting storm water flow, capacity or drainage. Engineering staff has reviewed the encroachment and recommends approval of the attached Declaration of Encroachment, Conditions & Covenants. Once approved the document will be sent to Anoka County to be recorded. ACTION REQUIRED The City Council is requested to approve the Declaration of Encroachment Easement, Conditions & Covenants for 15886 Avocet Street NW. Respectfully submitted, (D -&2:a David D. E. Attachment: Declaration of Encroachment Easement, Conditions & Covenants for 15886 Avocet St. NW v -- cc: cc: Steven & Kyrsten Olson, 15886 Avocet St. NW, Andover (email) DECLARATION OF ENCROACHMENT EASEMENT, CONDITIONS AND COVENANTS THIS AGREEMENT, entered into and made effective as of the date fully executed by all parties, is by and between Steven Olson and Kyrsten Olson, married couple and as joint tenants, 15886 Avocet Street NW, Andover, Minnesota 55304, owner of said property noted below (hereinafter "Owner"), and the City of Andover, a Minnesota Municipal Corporation with its principal place of business located at 1685 Crosstown Boulevard NW, Andover, MN 55304 (hereinafter the "City"). WHEREAS, Owner is the fee owner of (Lot 1, Block 4, Oakview Park; PIN: 14 32 24 34 0049), Andover, Anoka County, Minnesota (hereinafter the "Property"); and WHEREAS, the City has a drainage and utility easement that currently exists on the Property as shown on Exhibit A attached hereto and made apart hereof (hereinafter "Drainage and Utility Easement"); and WHEREAS, Owner has a fence (hereinafter "Improvements") constructed within the existing Drainage and Utility Easement as shown on Exhibit B; and WHEREAS, the City is willing to acknowledge and agree to an encroachment of the Drainage and Utility Easement for said Improvements identified on Exhibit A, contingent upon Owner agreeing to abide by certain conditions and maintain the Improvements; and WHEREAS, Owner is aware the area is for drainage and utility purposes and that City access and/or utility repair may be required in said easement, resulting in the requested removal of the Improvements; and WHEREAS, Improvements do not impede or adversely affect storm water flow, capacity or drainage. NOW, THEREFORE, in consideration of the foregoing and the City's consent and approval to the encroachment into the Drainage and Utility Easement, Owner hereby agrees as follows: 1. To hold the City harmless and indemnify the City from any and all liabilities, and defend against lawsuits, expenses, damages, acts or failures to act, attorney's fees and court costs, which may arise as a result of Owner, or her successors in interest, constructing and maintaining said Improvements upon, in, or around the Drainage and Utility Easement of the City. 2. The City shall not be held responsible for any damage to said Improvements whatsoever as a result of the City exercising its rights to access, excavate, repair, construct or maintain any public improvements within said Drainage and Utility Easement. 3. Any additional cost to maintain, repair or replace the public infrastructure within the Drainage and Utility Easement due to the Owner's encroachment within said Drainage and Utility Easement shall be the sole responsibility of Owner or their successors in interest to the extent the cost exceeds the costs the City would incur if the Improvements did not encroach into the Drainage and Utility Easement. 4. To not expand or change location of the Improvements. 5. In the event the Property changes ownership, is abandoned or vacated, the City may terminate this Agreement upon ten (10) days written notice to Owner, or their successors in interest, in which case Owner shall remove the Improvements at its sole costs and expense. 6. Owner hereby covenants and agrees that Owner will not permit or allow any mechanic or materialman's liens to be placed on or affect the Drainage and Utility Easement. Notwithstanding the previous sentence, however, in the event any such lien shall be so placed on the Drainage and Utility Easement, Owner shall take all steps necessary to see that it is removed within thirty (30) days of its being filed. 7. The City may require evidence of insurance from Owner, in amount the City deems reasonable and necessary in its sole discretion, to cover the indemnification required herein. 8. The parties hereto represent,.warrant and agree that each has been represented by their own counsel, or has had the right to be so represented but declined any such representation; that they have thoroughly read and understand the terms of this Agreement; that they have conferred with their respective attorneys on any questions in regard to this Agreement, or had the right to confer with an attorney but have declined to do so; and have voluntarily entered into this Agreement. 9. This Agreement shall not be construed more strictly against one party than against any other party by virtue of the fact that the Agreement may have been drafted or prepared by counsel for one of the parties, it being recognized that all parties to this Agreement have contributed substantially and materially to the negotiations and/or preparation of this Agreement. 10. This Agreement shall be construed under and enforced in accordance with the laws of the State of Minnesota. 11.. If any provision of this Agreement shall be determined by any court or governmental agency to be invalid or unenforceable, the remainder of this Agreement and the application of such provision to other persons or circumstances shall not be affected thereby and shall remain enforceable to the greatest extent permitted by law. 12. Any notice required or permitted to be given in accordance with the terms of this Agreement may be given by first class U.S. Mail, postage prepaid, overnight courier or by personal service, to the other party at the address set forth in the first paragraph of this Agreement, or at such other address as either party, or their successors or assigns, may hereafter designate to the other party in writing. IN WITNESS WHEREOF, the parties have hereunto set their hands as of the date opposite their signatures. Dated:_ //— % 2024 Dated: I I 1 2024 STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) Steven Olse A 'e"� Kyrsten son On this l54 day of )2 DV el,, p0�2024, before me, a notary public within and for said county, personally appeared Steven Olson and Kyrsten Olson, husband and wife, who executed the foregoing instrument and acknowledged that they execute the same of his own free will and as the owner of the Property described herein. aCj11R'11t1'rA- PLp20ublic 31 Notary Public 26 Dated: 2024 Dated: 2024 STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) CITY OF ANDOVER By: Its: City Clerk By: Its: Mayor On this day of 2024, before me, a notary public within and for said county, personally appeared Michelle Harmer and Sheri Bukkila to me known to be respectively the City Clerk and Mayor of the City of Andover, and who executed the foregoing instrument and acknowledge that they executed the same on behalf of said City. Notary Public DRAFTED BY: City of Andover 1685 Crosstown Blvd. NW Andover, MN 55304 This instrument is exempt from registration tax and recording fees under Section 386.77 of the Minnesota statutes. 0 CERTIFICATE OF SURVEY ype o m mg. Benchmark: T.N.H. Lot 1. Block 4 ti T/C DATE 898"0 897.TrasPtcgg 4 896. z - 159TH AVENUE NW INC. Scale: 1 " = 30' Denotes 1/2 inch by 14 inch Iron pipe O monument set, marked with a plastic cap inscribed "RLS 25343' • Denotes Iron pipe monument found, marked 'RLS 10947" The orientation of this Bearing System is based upon the recorded plat of 3 OAKNEW PARK. n MTC -CB 1 -t- 901.27 119.58 V T/C 901.29 IP 18420 for Denotes Wood Stoke set MARK D. OLSON For Excavation Only \ T/C -- Denotes Surface Drainage QUALITY CONSTRUCTION, ( ) Denotes Proposed Elevation ALL BUILDING DIMENSIONS 00000 Denotes Keystone Retaining Wall AND FLOOR ELEVATIONS MUST z Denotes Existing Elemt/on BE VERIFIED BY BUILDER. 904.4 Top of Block Elevation ® Garage 204.D Garage Floor Elevation LOWEST POSSIBLE FLOOR � 901.2 V ELEVATION = 901.2 PER LoWest Floor Elevation T A Wood Frame House GRADING PLAN. ype o m mg. Benchmark: T.N.H. Lot 1. Block 4 ti T/C DATE 898"0 897.TrasPtcgg 4 896. z - 159TH AVENUE NW INC. Scale: 1 " = 30' Denotes 1/2 inch by 14 inch Iron pipe O monument set, marked with a plastic cap inscribed "RLS 25343' • Denotes Iron pipe monument found, marked 'RLS 10947" The orientation of this Bearing System is based upon the recorded plat of 3 OAKNEW PARK. n MTC -CB 1 -t- 901.27 119.58 V T/C 901.29 IP 18420 x 897.4 896.7 =er enc 90L1 z 1110 O� O O �- \ T/C _ - Overflow �' - l-L9020�1 O' CD 901.38 897.3 - - - z 901.6 Ip -!, 1 3 1 Q %I /�,1y)2k901.6 �� 901.9 1 R/W POND U L� V J 16 I I T/C 901.16 NHLa898.7 20 v� 1 I Top of Hub z 100YR-899.2 t+� per Grading Plan wl I I Eley. -901.64 10 901.0 O x901.3 902.01 (903.7) 902.3 8"1 28.34 I I 896.1 T a ^Stoop �y e I 902.5 902.4 I ^ W C') 4j I f. (903.2) (901.2) i 24 ___ 35.5 -{-- T/C Q o a (904.0) m T -Past 900.86 r`P4y O 896. \ I 901.2 -o I DIvem1 ryN (6.5% t) VI \ y z 1. I 102.7 -.� N N �1 I 902.1 28 I - I a a 1 1 22.34 NI 903.0 Z Y0 I of 902.9 1 (9047) I ml 15.0 i I 10 _ 897.8 'n 901.8_ ,x,•902.9 (9033) I- N TF1 F �c�pp�u�N�� 6 S893731 "E 139.26 900.9 900.62 1 g9Fds ipi' 7 pJ�ty' 3Y fi Egg 903.8 �, 904.0 \\\\ R o FYlt�% NG INS EICYM. _ Existing � � �s��9 � 'J `Top of Hub I House GRIT A'�°�` ok SHALL BE MINIMUM 18° Lot 1, Block 4, FOUR ABOVE EXISTING STREET GRADE WITH AnokaOAKVICounty, Minnesota. W PARK, MAXIMUM SLOPE OF 8 PERCENT Anoka I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. MIMWES" r and rL No cer, unless whatsoever is extended to subsequent owners, mortgagees or title Laced Surveyors &Civil Engineers, Inc. mavrers, anlese tnle survey has been redoted for this purpose by the surveyor 710 East River Road. Doted this fst day of November 2006, Anoka, MN. 55303 Ph. 763-7t2-9099 Far. 76J-712-9055 By jgi Registratlon No. 25343 Job No. 06-309 Boolr-Poe O(X: Acod Fge O6-J09[Asboolt es E Napier - Mf nesata Licensed Land Surmyar 9 Doted this _ day of , 20 2006-Mkhvest Land Surveyare a CW Engineers. Inc - As Rights Reserved. Exhibl-f- A w AVOCET ST. - o EXHIBIT B 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV 0 TO: Mayor and Council Members CC: David Berkowitz, Director of Public Works /City Engineer FROM: Jason Law, Assistant City Engineer SUBJECT: Approve Change Order #1 / Water Main Improvements - Crosstown Blvd (RR Tracks to 158th Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 157' Ave) - Engineering DATE: November 19, 2024 INTRODUCTION The City Council is requested to approve Change Order #1 for Project 23-13, Water Main Improvements - Crosstown Blvd (RR Tracks to 158h Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 157h Ave). DISCUSSION During construction of trunk water main near the intersection of Andover Blvd and Vale Street an existing water main was damaged, resulting in flooding of the pits for directional drilling and jacking of proposed water main. This resulted in additional work and damaged equipment for the contractor and subcontractors working on the project as described in the attached change order. BUDGETIMPACT Costs associated with water main improvements are being funded through the Water Trunk Fund. COUNCIL ACTION The City Council is requested to approve Change Order #1 for Project 23-13, Water Main Improvements - Crosstown Blvd (RR Tracks to 158�h Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 157�h Ave). Re ectfully submitted, Re Jason J. Law, P.E. Attachments: Resolution & Change Order #1 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #1 TO PROJECT NO. WHEREAS, the City of Andover has a contract for Project No. 23-13 with Douglas -Kerr Underground, LLC of Mora. MN. NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve Change Order #1 for Project No. 23-13. Adopted by the City Council of the City of Andover this 19th day of November .2024. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk W.Maklau>1�1� Change Order No,: 1 Date: 111424 Shat: 1 of 1 Project Name: Trunk Watermam and Sanitary Sewer Project No.: 23-13 Contractor, Do%!Es-Kert Underground, LLC You am hereby directed to make the following change to your contract dated August 1- 2024 The change and the work aBbcted thereby is subject to all contract stipulations and covenants. This change order will (increase) (deeresse) (He eheage) the contract sum by nineteen thousand eight hundred ninety nine and 00/100 Dollars ($19,899.00). This Change Order provides for extra work due to a water main break at Andover Blvd and Vale Street during directional drilling operations. Refer to the attached information for a breakdown on associated costs listed below for each contractor. D4scrignilto Minger Construction Subsudacc Construction Douglas -Kerr Underground Subtotal Prinz Contractor Markup (10%) Total Change Order # 1 Increase Amount of Original Contract Additions Approved to Date (Change Order #� Deductions Approved to Date (Chage Order #___) Contract Amount to Date Amount of this Change Order (Add) (Dedust) Pie GhaW) Revised Contract Amount Approval: City of Andover Approval: Douglas -Kerr Underground. LLC By: David D. Berkowitz Name Director of PW / City Engineer Title Signature !late 2343 Change Order #t BT�I.r.,w 111191.4Name Increase (Decrease) $4,500.00 $6.000.00 $7.590.00 $18,090.00 SIA09.00 $19,899.00 $3.517,550.90 $0.00 $0.00 $3,517,550.90 S19,g99.00 $3,537,449.90 Title 4Tz zgi 11 -Y -Ay signature 1101 Date JDU ass Rags PWW Nab 1e4atvno BNTOW slowpo11DM4 3 3 9 a S 6 7 8 9 10 u 12 13 Ld ss 16 17 18 w 111 1i 22 8 24 2s 19 27 ze 29 SO 91 32 51 34 35 BE 37 30 s9 w 41 R 43 44 4S 46 47 blflx OB MounuarION CLE49M GRUBBING CLEARING GRUBBING REMOVE OURR AND GLITTER SAVAGE 18' PIKAPRON SALVAGE 18' RCPIKSEWEI RCMOK SIORMSEPAVEME REMOVE BRRIONGBPAVEMENT REMOVE BITUMINOUS ORNELYAY PAVEMEM COMMON EXCAVATION (M In AGGREGATESVRPACIPROf3SS StREEPS W E EM"PICINP "ONO WrUM US PATCH 1PEgRL ISTREM MUAMNOUSPATOH SK=IDRIVEWAYI RWWAXL2V NPEAPRON REMSGLLWRCPIMSEWER covaR ENRB&OUTIER DESBN 8618 TPARLCONDOL SALVAGE AND REINSTALL SIGN SILT EENGE Td" MACHINE SUC ED SWMA DRAININLETPROTSCOON COMMON TORSMOONROW 691 SEEDING SEEDMBLNRE25.131 SEEOMODURE25141 DUEDEROWN PREVENTION CATEGORE20 WAXERFORTURPESTABLISHMENT FERTI OXXTY E5 4•S000UNEMIJURCOMP REMOVEMANROIE REMOVEPRESEWERS DEWATERING IMPROVED PIPE POUNDATWR E'RVCAPESEWERSd1S5 Ir Mt BPESEWIRSON33 CDNOTRUCrMNRMYWMC EUOOEEPj 12*WPVCV2YE 6'PVCPLUG 4' WCPIPEORAINCLEANOUT 4" PVC SAWARY SEN V= HPE. SOBDULE40 119lc TD Dam Oma GCOO, am Imo 130.001) 0.000 oma OADD GA00 OAW am 179M 1181.ODo 8300 B.00D IADTAW 04)0 DMD Dow DAD) 0.000 a" GOOD am 0090 IAl6 Wo 0.500, 126000 0.oW o loo )m0, 300,000 aim 27=0 OSLO am Im O &000 3900 20 9AOD 79330 ANDOVER -TRUNK VVM & SANIMARY IMP. sfleleD14m 10277/3024 x INVOICED Pay EXL 02 n $2686Y92.61 5119449.63 $�2..=I54&06 10221=,104t24AM Ills 100 mn LUMP 425AMM ACRE 6,020,60 ADB 40040 RBE 244M me S513O UN 1.80 BAN Boom EACH Solis NN 2385 NN 2875 SOY RAS SGP am OUT 13.60 TOM BROS HOUR STEM MGM 6930 SOT 4730 Say 29m. EACH 661.30 UN BASS EACH 2.E40AG UN an UN 4500 LUMP 61,1000 EACH Smw HMI 195 EACH 131.70 CUY ABM ACRE 425M PGIN Am SOWN L75 Say Im POVN 071 MGA 2500 POUN 0.70 UN SSW EACH Reno LIN 1430 LUMP 461000.00 us Om LIN am LIN 111.113 EACH 2.697.03 EACH 0,731= EACH LW3m EACH 414.33 EACH 56835 UN 810 Allot 218,317311 dw O= )m 16330 825= a= am Om BAD am an 2d"732 2715134 116230 am am CLUB 0.00 40D 6,790.00 30,554.00 am Om am 31457.60 BOOM 501.20 am 000 am uom Hao 39130 240.50000 BUD 178200 108.709.10 2.6s7M 8161Sm Sass" 82820 1150.75 1,893AS �UT 0.750 am aGDO 17=11 0400 1&000 BE= omo 179950 1130.609 22AD 12000 1 SSamo 0=0 am 18m0 3900 411000 250=0 0.730 0400 am 1166000 0100 11.000 3,890=0 ROOD am BORDER am lAw 2740 IACD 2700 1.106AOD SWIM 5,000 3900 1400 3.000 73500 blowwAmamBTo Dob 819,8788 315200 3.56&= ARMED 2774= 51500 oM 600 BOOM 1,16115 139318 am 1107.72 30,491 1Ssom 6mAo 73,S91m am D.W laid" 4.660.00 40" 6,750= 45,92100 HOD 714zw D,W SA613.w 340.00 S02= CAD 5,44&00 Dm GAS 11am GOD A0.9O 391.Sa 481AMOD Om 2,7012.00 10179&10 2.517= 1;615= lusm 82&70 1,750.7S 1,99SAS T 1SM77 6531 MW am 100.611 UL67 Sim am 10595 74.29 Iion 1714 74.19 0.W ).DD 16090 1511= 19600 Sim 7500 am UL72 am 7507 11.11 8.00 0.01 $914 Dm O.W vas Om 1os.6s 100.OD Om 10091 moo Moo IWm 11357 "y"m SHKOW129 Involm 0uan6N 10x,.07 AORmvkm VDD Unl mot IRwire AmmVn[ Im"Om"N TO Oat. hNOi[¢ Amount Ta Mt. XWnopU 49 SANTA" NWNNOIE OVEROEPSH 25.590 LIN 23449 8,54834 25,590 9,506.54 167.7 'A SV4RARY SEWER 24• STEEL. CASNG MPE V=ED) 720.0 UN 1,02100 224,840.0 270400 224,BW.DD 100.00 51 REMOVE HS'URANT 1,000 EACH 370.75 376.75 1000 176.75 100.0 52 CONNEY:TOEXISTIIYG4'WATERA4AIN 1000 EACH 7472. 21072.00 I'm 2472.00 SOm 50 COIINECITOEXMING12'WATUMAIN 2.00 EACH 2.Smm 4,260,00 2.000 4280,00 mm % rGATEVALVEL90X 9.00 EAO1 L769m 74,921.00 :6000 46300.00 20937 55 e'6ATEVALVELSOX 1.000 EACH 6.95m 6393.00 1000 5495.0 50.00 56 12' BUTMR7LY VALVE 6 BOX 8.000 EACN 4,IMM MMA.M 14.00 57.792.00 loam 57 14'90R091YVALVEL64X 0,000 EACH Om 0.00 0.000 an Om SE HYMNT 9m0 EACH 7,VSm 66,375.00 16m0 116,400.0 100,87 59 1'CORPOMTI0V SLOP 4.000 EACH 745.96 2$8180 4,000 SO 1'01I165TOPLBOK 0.000 EACN 9®U3 51656.60 4m0 9,696,60 100.0 61 1' TYPE 6 COPPER RPE 72.000 UN HAS 2240,0 T2m0 2,600.40 90OO 62 WWATEAMA440UMLEIR0N0.52 '/7000 UN SSAS 5,03963 157.00 10,775.65 9255 65 6'WAT"P,NOU(T6EIRONCl52 53m0 UN 87M 4,82630 263,500 17.904.15 15122 64 12'WATERMNNDUCMEM0NI152 11860.000 UN IDEM 196,090.0 6980.3110 530.419,25 97.47 65 14" WATERMAIN HOPE)OM=NALMILLED) 31548.000 UN 9920 351.961,60 6.109000 605,715.20 10335 66 14'WATERMAINHOR:(O4TNaM 320.000 UN 69M 29560.00 320.000 28,560. 5987 0 WATERMNN34'S7EELG PIPEWCXMJ 520000 UN 69960 4521197.00 520.000 65Z192m 10000 68 14"HDPETRENCR WATBRMAIN Mom UN 2013, 2wS.75 125.4 23.155.25 92.74 fig VALVE SOX EITEN90N 0.000 UN 98.50 0.00 0,000 040 0.00 70 EXTEND MORAM BARREL 0.000 UN I,mm Om 0.000 Om am 71 4'POLYS)TPENE INSULATION 14.200 SOY 2495 34.29 14.240 1" 5620 72 M NOPET012^OIPTRANNIONF"NG 15.0 EAO3 S,ML00 89,265.00 21000 116,571.00 126.67 DUCNLE IRON ETINCS 4,425 m0 Mul. 37.15 75,668.75 7AO6.000 127.12.90 37603 ,. CO A3•REJe TI•dE 5.01 NCUR .Moc 7.59']1, 5500 7IMM MOD 10/25/2024 e:25:55AM Crew Rate Breakdown Qgka '` ,* DOUGLAS-KERR UNDERGROUND LLC ORA. MN 2142330TH AVE. MORA, MN 55051 Contact. Darren Douglas Phone: Office: 320-679-8937 / Calk 320-674-0560 Email: darrend@douglas•kerccom Invoice To: City of Andover Job Name: Andover -Trunk WM&San. lmp. Attn: lawn Law J.Law@andovermn.gov (763)767.5130 OUR PROPOSAL FOLLOWS: ITEM I DESCRIPTION QUANTITY UNIT UNITPRICE AMOUNT JOB SUPERVISOR W/TRUCK 5.50 HOUR 135.00 742.50 2 JOB FOREMAN WfTRUCK 5.50 HOUR 125.00 687.50 4 SEWER CREW TRUCK&TOOL TRAILER 5.501 HOUR 25.001 137.50 5 BACKHOE 5.501 HOUR 265.001 1,457.50 6 FRONT END LOADER 5.501 HOUR 1 225.00 1,237.50 7 SKIDSTEER 5.50 HOUR 180.001 990.00 8 ROLLER 5.50 HOUR 140.001 770.00 GRAND TOTAL $7,590.00 Page 1 of 1 Darren From: Aaron Hoefs <AaronH@mingerconstcom> Sent: Thursday, October 10, 2024 12:46 PM To: darrend@douglas-kerr.com Cc: Aaron Hoefs Subject: Watermain Break Issue - 10/4 Hi Darren on 10/4 when the watermain pipe broke, It filled our receiving pit and all our tools within the pit. This resulted in our quarterhorse guide rod break off toot to be a complete loss, we also lost a radio and our guide rods were filled with mud and needed extensive cleaning. The radio I am not worried about, but the quaterhorse is a $4,000 replacemenVrefurbishment. We also estimated guide rod cleaning cost of $500.00, including 2 guys in our shop for about 3 hours to property clean all the mud out of them Minger had crew loss time on 10/4, as well as receiving pit cleaning time on 10/7, but we are not going to request any costs for crewtime. Minger is only looking for equipment toss/cleaning cost in the amount of $4,500.00 I will be sending an updated Pay Application today and will be includingthis on the pay app. Thanks Aaron Hoefs Vice President Mlreger co.,m..cuon Co., Ing 620 Corporate Drive Jordan, MN 55352 Ph: 952-368-9200 Fax: 952-368-9311 Cell: 612-418-7363 aaronh@mingerconst.com Equal Opportunity Employer Visit our website at: www.mingerconstruction.com Akkerman, Inc. 58256 2661h SVeel Brownsdale. MN 55918.9737 (507) 567.2261 Fax: (507) 567.2720 TO: MINGER CONSTRUCTION. INC. 620 CORPORATE DRIVE JORDAN. MN 55352 (952)388-9200 Fax: (952)36a-9311 ATTN: NATE EDER QUOTATION SHIP TO: GER CONSTRUCTION, INC. CORPORATE DRIVE :DAN. MN 55352 1)368.9200 Fax: (952)38&9311 Quote No. Dale Cwt No SIM Your Referenced Inquiry Delivery Promise F.O.B. Expiration 0003102 1012312024 MINDER AND AS REQUESTED OUR DOCK 30 DAYS Item Quantity UM Part Description Price Extension 001 10000 EA A40257A POWERPACK Due Date: 1012=024 TOTAL ESTIMATED TAX E Total for Quote $ 4.000.0000 4nnm 29300 4,295.00 Page: 1 lNil-091NW96`4lOBAL�BIILMM.16TeM'ER 9KIlFaTIL�sY-tOpe.Tl By: Darren From: rob subsurfacedrilling.com <rob@subsurfacedrilling-com> Sent: Wednesday, October 23, 2024 10:32 AM To: Darren Cc: rob subsurfacedrilling.com Subject: RE: Andover - Pay Est. 02 Attachments: SCI T and M - Andover elvd.xisx Darren, Attached Is our breakdown of the T&M costs as a result of the watermain hit on Andover Blvd, As you can see, our true costs/billing are actually just shy of $11,000. We only charged $6000 in an effort to share a little of the pain for what was a lousy situation for everyone. If there are any questions please let me know. Thank you, Rob Rob Parke President — Subsurface Construction 8350 201 et Ave NW Nowthen, MN 55330 763-213.1450 763.286-5520 cell www.subsurfacedrillina.com �rYr' From: Darren <darrend@douglas-kerr.com> Sent: Tuesday, October 22, 2024 3:52 PM To: rob subsurfacedrilling.com <rob@subsurfacedrilling.com> Subject: FW: Andover - Pay Est. fit Hey Rob. Please see below forthe lost day in Andover. Can you get me a breakdown that I can send to the City? Thanks. 'J vit 1e,t-,,J Darren Douglas Islrna,or/Projen Manager Douglas-KerrOndergraund, LLC Phone: 320.679.9937 Est 11 Mobile: 320.674.0560 Emall: darrendWdouelas-kern mm Address: 2142 330'"Ave., Mora, MN 55051 Subsurface Construction 8350 201st Ave NW Elk River, MN 55330 US +17637032865520 infokBsLbstIrfaceddllinb cOm INVOICE BILL TO Douglas -Kerr Underground 2142 330th Ave Mora, MN 55051 DESCRIPTION Andover, MN Trunk Watermain & Sanitary Improvements QuestCON: 9119887 Directional Drilling Services Bid Item #1: Mobilization Bid Item 65;14' HOPE Watemlain by HDD &15 Bore #1: 785' 8122 Bore #2' 918' 9113 Bore #3: 855' 9118 Bore #4: 859' 9123 Bore#5: 71r 9126 Bore #8: 862' 1011 Bore #7: 890' 1013 Bore W. 22V Bitl Item 68:14 HDPE Walcrmain by HDD 1017 Bore #9: 115' Fuse on WJ adapters Lost day du,, to unlocaled walennegn SHIP TO Douglas -Ken Underground 2142 330th Ave Mora, MN 55051 Inclusions: All equipment and labor required 10 directionally drill and Instant above listed pipe Fusion of HDPE pipe Exclusions: Pipel8t0ngaldown hole product Assembry/fusinglstaginglhandlhglpull-head of ppipe, other than HDPE Connection to/from trectlonally drilled pipe (M/J adapters fused at $4501each) Installation of carder pipe into casag pipes Connection pits Restoration Locating of waterisewer malls, services and private utilities Licenses and permits Traffic control Bond fees disc: Proposal Includes 1 mobilizations, additional mobilizations will be an additional cost of $6000 each Pull wire other than SoloShot Xtreme 70 STR-CCS150 MIL Pipe Burst W1re not guaranteed Down days due to issues outside of Subsurface Cons Wetion% control billed at $6000 each Drive In access for drill and support equipment to be provided by others proposal is based on drilling and Installing in good. suitable, jetlable soils. Boring in rock. INVOICE # 24193 DATE 10104/2024 no 1,110 fib] 21 TERMS Due on recelpt RATE AMOUNT 9,000.00 0.00 62.00 68,820.00 126.00 14,720.00 450,00 9,450.00 5,0n0��0 5.00000 DESCRIPTION cobbles or boulders. kneslom sandstone. shale or other obstructions or debris Is not part 01 this quote Pricing Is good for 120 days arid does not include winter work (December- March) Scheduling subject to availability SUBTOTAL TAX TOTAL BALANCE DUE OTY RATE AMOUNT 9s.9m.00 0.00 9s,990.00 $98,990.00 SAwrface Oons0 iabon TSM Work project Dare Detalption FOremao(Sob G) Drilt Opemtoril-watcriLuke 5) MW Mbaur(Manum P) Pipe Tech(sunloy Czech) Hydro -Vac Operamr(Dale7) Total LaborCostw/a Markup Labor Markup(15) TobtUbar Costw/Markup Vermeer100xl20dr18 Mud MlxingTmck WamrTankcr Hydfo-ExcevettonTmak Vac Tralbr Lull Skid Steer Plw Fusur Pickupw/tooLs Pid upw/tools TMt EqulpMMCosrw/o Markup EquipmentMaNNP(15) Total Equipment Costw/Morkup Tobt Labor costs ToblEquipnmdt osis Total Cost of Addbonat W o rk AndpVerMN-Trunk Watermoin 10/4/2024 Costs as a result ofdamagedwatelmaln that was not located alongAndoveretvd Crew had drifted out bore that crossed AndovetShrdand was pmpadngto pu0thephaIn piece toter In daywhan an unlocatadwalermalnwas damaged The bore hate and tone were Booded. AHwotk completed on 1074wxo lost and hadto be repeated on 10/7 Reggate Hours; OTRale Ham $81.33 8 $108.36 1.88 $840.68 $84b4 8 $114.84 1.28 $623.32 $82.33 7.83 $108.36 0 $&14.64 $82.33 8 $108.36 1.11 $778.82 $79.71 8 $104.42 1.65 $80957 $8.&97.84 5584.63 $4,48217 Dalry Rate Hours $250.00 a 52.000.00 $45.00 8 $360.00 $25.00 8 $200.00 $175.00 a $1.400.00 525.00 6 $200.OD $30.OD 8 $240.00 $30.00 a $240.00 $75.00 8 $600.00 525.00 8 $200.00 $25.00 8 $200.00 $5,640.00 $846.00 $6,486.00 $4,48217 $6.466.00 $10.96817 5 C I T Y O F NDI 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: David Berkowitz, Director of Public Works/City Engineer/Interim City Administrator FROM: Jason Law, Assistant City Engineer SUBJECT: Approve Change Order #2 / Water Main Improvements - Crosstown Blvd (RR Tracks to 15811 Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 157th Ave) - Engineering DATE: November 19, 2024 INTRODUCTION The City Council is requested to approve Change Order #2 for Project 23-13, Water Main Improvements - Crosstown Blvd (RR Tracks to 158"' Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 15701 Ave). DISCUSSION During construction of trunk water main beneath the railroad tracks, CenterPoint Energy required the contractor to attempt to locate existing gas mains running parallel to the railroad tracks. Locating challenges due to the existing location and depth of the gas mains resulted in additional unforeseen work for the contractor not included in the original bid. Change Order #2 includes compensation due to the contractor for this unforeseen additional work. BUDGETIMPACT Costs associated with water main improvements are being funded through the Water Trunk Fund. COUNCIL ACTION The City Council is requested to approve Change Order #2 for Project 23-13, Water Main Improvements - Crosstown Blvd (RR Tracks to 158"' Ave) - Andover Blvd (Vale St to Prairie Road) - Prairie Road (Andover Blvd to 157"' Ave). Respectfully submitted, Jason J. Law, P.E. Attachments: Resolution & Change Order #2 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #2 TO PROJECT NO. 23-13, WATER MAIN IMPROVEMENTS - CROSSTOWN BLVD (RR TRACKS TO 158TH AVE) - ANDOVER BLVD (VALE ST NW TO PRAIRIE ROAD) - PRAIRIE ROAD (ANDOVER BLVD TO 157TH AVE) . WHEREAS, the City of Andover has a contract for Project No. 23-13 with Douglas -Kerr Underground, LLC of Mora, MN. NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve Change Order #2 for Project No. 23-13. Adopted by the City Council of the City of Andover this 1 gth day of November 2024. CITY OF ANDOVER ATTEST: Sheri Bukkila - Mayor Michelle Hartner — City Clerk CHANGE ORDER Change Order No.: 2 Date: 11/5/24 Sheet I of I Project Name: Trunk Watermain and Sanitary Sewer Project No.: 23-13 Contractor: Douglas -Kerr Underground, LLC You are hereby directed to make the following change to your contract dated August 1. 2024 The change and the work affected thereby is subject to all contract stipulations and covenants. This change order will (increase) (deerease) (see e) the contract sum by seventeen thousand eieht hundred forty seven and 52/100 Dolla($17,847.52). This Change Order provides for extra work due to completed by Minger Construction, Inc; the subcontractor for jacking beneath the railroad tracks. Centerpoint Energy required Minger to attempt to locate existing gas main running parallel to the railroad tracks which the jacking would need to go across. Challenges due to existing location and depth in attempting to locate the gas mains resulted in additional work for the contractor not part of the original bid. Refer to the attached information for a breakdown on associated costs. Description Minger Construction Subtotal Prime Contractor Markup (10°:0) Total Change Order #2 Increase Increase (Decrease) $16225.02 $16,225.02 $1,622.50 $17,847.52 Amount of Original Contract $3,517,550.90 Additions Approved to Date (Change Order #_Ij $19,899.00 Deductions Approved to Date (Chage Order #_j $0.00 Contract Amount to Date $3,537,449.90 Amount of this Change Order (Add) $17,847.52 Revised Contract Amount $3,555,297.42 Approval: City of Andover Approval: Dough�s-Kerr Underground, LLC By. David D. Berkowitz Name Director of PW / City Engineer Title Signature, 23-13 Change Order #2 Date By ! 4'v Attu s �a Name Tewc�e✓ Title OF /I-S'lY Signature 1je�/ Date Darren From: Aaron Hoefs <AaronH@mingerconst.com> Sent: Thursday, October 10, 2024 12:35 PM To: darrend@douglas-kerr.com Cc: Aaron Hoefs Subject: Andover - Centerpoint Energy Extra Costs T&M Attachments: Centerpoint Energy Inspection Holes and Extra Locating T&M - Minger Construction.pdf Hi Darren Attached is our cost breakdown including extra work associated with CenterPoint Energy inspection holes and attempting to locate the 20" gas main at Andover BLVD. Here are a few notes As directed by CPE, they required to physically seethe tunnel go underneath their gas pipeline. To do this, Minger utilized our Hydrovac to install a 12" PVC inspection hole at each location. This inspection hole process was not part of the contract documents. Minger installed 2 inspection holes at Crosstown BLVD crossing and 1 EA at Andover BLVD. we didn't install one for the 20" gas at Andover BLVD because we never located the pipe due to the depth 2. Minger spent a lot of time trying to locate the 20" gas main at Andover BLVD. our plans showed the pipe at about 8.5' feet of cover. According to CPE, the pipe was directional drilled and is very deep. We made every effort to locate the pipe, but never could find it, Based on the information we have, it is anticipate the 20" pipe was installed between 20-40' deep 3. One thing to note, we spent all day on 10/1 trying to find the 20" pipe. If it wasn't for this issue, we could have installed our pilot tubes on 10/1. We ended up installing the pilot tubes on 10/2. This resulted in one extra day of BNSF flagging and inspection services on site. Minger has elected not to include the BNSF flagging/inspection cost in the T&M proposal Thanks Aaron Hoets Vice President Mlnmer Construct/an Co., Inc. 620 Corporate Drive Jordan, MN 55352 Ph: 952-368-9200 Fax: 952-368-9311 Cell: 612-418-7363 aaronh@mingerconst.com Equal Opportunity Employer Visit our website at: www.mingerconstruction.com 1"Af""er Co�T uc�ioo� Genera/ Coiat�acriiag PHONE: 952-369-9200 /oc_ FAX: 952-368-9311 T&M Work Daily Billing Breakdown (Direct Costs) Date: See Below Project: Andover MN -Trunk Watermain and Sanitary Sewer Improvements Description of EMm Work: Costs retested to Centerpolnt Energy. CPE required an Inspection hale to verity the proposed tunnel lsclear from their gas pipelines. This applied to bomthe Crosstown antl Anvover BLVD Crossings. Mingeratso had time tryingto locatethe 20- gas main at Andover BLVD. Our plans showth t pipe at approximately 8' deep, but was determinedlo be greaterthan 20' deep, Minger neveractually located the pipe 9/13/2024 lnstatl2-EA 12" PVC Inspection holes at Crosstown BLVD 9/30/2024 Install I -EA U" PVC Inspecting hole at Andover BLVD 10/1/2024 Tryingto locate 20" gas main with Vac Truck &22"PVC Casings. Also excavationwith excavatorand trench box Centerpoint Energy Inspection Hole and Locating Date: wiazoza 9/30/2024 10/v2024 Labor Costs Hourly Rate (straigta Time) Hours Hours Total cost Superintendent (Brian W) $ 102.24 7.00 0.00 6.00 $ 715.68 Foreman IStephano L) T_;4. 17 4.50 1.00 13.00 $ 1,742.15 Foreman (Travis R) $ 94.17 0.00 0.00 7.00 $ 659.19 Operator(Mark A) $ 92.69 0.00 0.00 7.00 $ 647.43 Laborer (Allah l) $ 89.22 0.00 0.00 12.50 $ 1,115.25 Laborer llacob E) $ 89.22 0.00 0.00 7.00 $ 624.54 Laborer (lames M) $ 89.22 0.00 0.00 7.00 $ 626.54 Total Labor Cost Without Markup $ 6,128.78 Labor Markup (5%) $ 122.58 Total Labor Cost With Markup $ 6,28L35 Equipment Costs Foremain Pickup W/Tools - Superintendent $ 30.00 1.00 0.00 6.00 $ 210.00 Foremain Pickup W/Tools-Foreman $ 30.00 0.00 0.00 7.00 $ 210.00 100,000 LB Excavator (Cat 345 $175.00 0.00 0.00 7.00 $ 1,225.00 Volvo 120E Loader $ 85.00 0.00 0.00 7.00 $ 595.00 Hytlrovac Truck $ 175.00 4.50 1.00 12.50 $ 3,150.00 Total Equipment Cost without Markup $ 5,390.00 Equipment Markup (5%) $ 269.50 Total Equipment Cosi With Markup $ 5,659.50 Material Costs 12" PVC- Boys Invoice 12635 1 LS $ 1,967.70 12' PVC - Boys Invoice 12729 1 LS $ 1,574.16 Freight - Boys Invoice 12729 1 LS $ 258.12 Total Material Cost $ 379998 Material Tax (8.125%) $ 30875 Total Material Cost Without Markup $ $ 4,108.73 Matreial Markup (5%) $ 205,44 Total Material Cosi with Markup $ 6,314.16 Summary Total Labor Cost $ 6,251.35 Total Equipment Cost is 5,659.50 Materia(Costs $ 4,314.16 Total Cost ofExtra Work $ 16,226.02 w YS WATER PRODUCTS BILL TO Minger Construction, Inc. 620 Corporate Dr. Jordan, MN 55352-4557 NEW Remit to: Boys Water Products PO Box 654 Shakopee, MN 55379 952-500-2308 Invoice DATE: 9/19/2024 INVOICE #: INV -12635 CUST PO #: TERMS: Net 30 DUE DATE: 10/19/2024 PROJECT: Trunk Watermain and Sanitary SHIP TO Brian 612-282-4999 Minger Construction, Inc. 968 Crosstown BLVD Andover, MN 55304 apminger@mingerconst.com 952-368-9200 Qty Description Rate Amt 70 LF J1" SDR -35 PVC Sewer Pi e G $28.11 $1,967.70 32 EA 67 CSC8-1224-CS-CR 8" WIDE 2X2 PATTERN (SDR26) $109.95 $3,518.40 33 EA CSC84224-CS-CR 8" WIDE 2X2 PATTERN (DIP) $109.55 $3,615.15 40 EA CSCE -1424 -CS -CR 8" WIDE 2X2 PATTERN (HDPE) $108.00 $4,320.00 SUBTOTAL $13,421.25 SHIPPING $258.12 DISCOUNT $0.00 TAX $1,111.45 TOTAL $14,790.82 Thank you for your business. Sales Rep: James Boys 612-239-7804 Ordered by: Invoice subject to 1.5% per month if not paid in 30 days of invoice date. If paying by credit card, please add 3.5% to the invoice total. Ploys WATER PRODUCTS BILL TO Minger Construction, Inc. 620 Corporate Dr. Jordan, MN 55352-4557 PVC Sewer Pine G NEW Remit to: Invoice Boys Water Products PO Box 654 DATE: 10/4/2024 Shakopee, MN 55379 INVOICE #: INV -12729 OUST PO #: 952-500-2308 TERMS: Net 30 DUE DATE: 11/3/2024 PROJECT: Trunk WM and Sanitary Not used. Minger will Thank you for your business. Ireb Sales Rep: James Boys 612-239-7804 Ordered by: SHIP TO Brian 612-282-4999 Minger Construction, Inc. 968 Crosstown BLVD Andover, MN 55304 apminger@mingerconst.com 952-368-9200 Rate I Amt TAX $233.57 TOTAL $3,108.29 Invoice subject to 1.5% per month if not paid in 30 days of invoice date. If paying by credit card, please add 3.5% to the invoice total. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: David D. Berkowitz, Interim City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Receive October 2024 City Investment Reports DATE: November 19, 2024 INTRODUCTION Summary reporting of the City Investment portfolio to the Governing body is a recommended financial practice and often viewed positively by rating agencies. 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 October 2024, the October 2024 Investment Detail Report, and the October 2024 Money Market Funds Report. These attachments are intended to provide a status report on the October 2024 investments. ACTION REQUESTED Informational, Council requested to review and receive the October 2024 Investment Reports. Respectfully submitted, Lee Brezinka Attachments Investment Maturities - October 2024 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 4.31% $ 2,642,786 $ 2,642,786 $ $ $ MN Municipal Money Market Fund (4M) N/A 1.65% 1,011,442 1,011,442 - Certificates of deposit FDIC 25.24% 15,489,839 8,447,218 7,042,621 Local governments A/Al/A2 0.00% - - - AA/AAl/AA2/AA3 8.93% 5,481,769 1,736,201 3,745,568 - AAA 11.25% 6,902,808 3,988,289 2,425,199 489,319 State governments A/Al/A2 0.00% - - - - AA/AAI/AA2/AA3 0.49% 299,172 299,172 - - - AAA 0.81% 496,192 97,684 398,508 - - U.S. agencies AAA 47.32% 29,038,429 10,143,739 18,894,690 - - Total investments 100.00% $ 61,362,436 $ 28,366,531 $ 32,506,586 $ 489,319 $ - Deposits 2,425,068 Total cash and investments $ 63,787,504 October 2024 Investment Detail - Description Cusip Number Cretlit RatinglF DIC# Type Purchase Price Carrying Cost Maturity Amount Interest Rate Current Market :Value.: s a Date Acquired Coupon Date - Maturityl. Due Date: Bank OZK 06418CTB2 110 CD 240,000.00 240,000.00 240,000.00 5.100% 240,036.00 maturity 04/10/24 none 11/12/24 Safra Natl Bank 78658RNA5 26876 CD 240,000.00 240,000.00 240,000.00 5.300% 240,105.60 maturity, 11/30/23 none 11/29/24 Preferred Bank 740367SQ1 33539 CD 240,000.00 240,000.00 240,000.00 5.300% 240,132.00 maturity 12/08/23 none 12/06/24 Signature Bddge Bank 82669GFQ2 ,59332` CD 245,000.00 245,000.00 245,000.00 4.500% 244,884.85 semi-annual 12/23/22 06/23/23 12/23/24 Dallas Capital Bank 234553CZ6 20727 CD 245,000.00 245,000.00 245,000.00 0.700% 243,456.50 semi-annual 12/30/21 06/30/22 12/30/24 Fourth Capital Bank 35115LAEI 59101 CD 245,000.00 245,000.00 245,000.00 0.600% 243,409.95 quarterly 12/29/21 03/29/22 12/30/24 Beal Bank 07371DE37 57833 CD 240,000.00 240,000.00 240,000.00 5.100% 240,180.00 maturity 04/04/24 none 01/02/25 Zions Bancorp 98970LKW2 2270 CD 240,000.00 240,000.00 240,000.00 5.050% 240,199.20 maturity 04/17/24 none 01/17/25 Bank Hapoalim 06251A5S5 33686 CD 240,000.00 240,000.00 240,000.00 5.250% 240,225.60 semi-annual 07/21/23 01/21/24 01/21/25 City Nat[Bk - Bev Hills 178180GV1 17281 CD 245,000.00 245,000.00 245,000.00 4.500% 244,958.35 semiannual 01/25/23 07/25/23 01/27/25 Everett Co -Op Bank 30002CAVO 26444 CD 245,000.00 245,000.00 245,000.00 4.400% 244,899.55 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% 242,704.35 semiannual 03/02/22 09/02/22 03/03/25 Colorado Federal Svgs Bank 19646PAZ7 33111 CD 240,000.00 240,000.00 240,000.00 5.050% 240,343.20 maturity 03/06/24 none 03/06/25 Cross River Bank 227563FHI 58410 CD 240,000.00 240,000.00 240,000.00 5.000% 240,432.00 maturity 04/03/24 none 04/03/25 Bank of Pontiac 064455AVO 16982 CD 244,000.00 244,000.00 244,000.00 4.600% 244,209.84 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% 240,553.25 quarterly 04/28/21 07/28/21 04/28/25 Discover Bank 254673870 5649 CD 245,000.00 245,000.00 245,000.00 2.800% 243,089.00 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% 240,508.80 semi-annual 05/12/23 11/12/23 05/12/25 Flagstar Bank 33847GBG6 32541 CD 240,000.00 240,000.00 240,000.00 5.450% 241,197.60 semi-annual 11/14/23 05/14/24 05/14/25 Commercial Bank 201313BY8 57417 CD 240,000.00 240,000.00 240,000.00 4.850% 240,537.60 semi-annual 02/27/24 08/27/24 05/27/25 South Story Bank 840461BF3 17348 CD 240,000.00 240,000.00 240,000.00 4.750% 240,408.00 semi-annual 02/08/24 08/28/24 05/28/25 _&_Trust Morgan Stanley Bank 61690DHN1 32992 CD 240,000.00 240,000.00 240,000.00 5.100% 240,854.40 semi-annual 11/29/23 05/29/24 05/29/25 Washington Fed 938828ED8 28088 CD 240,000.00 240,000.00 240,000.00 5.050% 241,087.20 maturity 07/12/24 none 07/11/25 Planters Bank &Trust Cc 72741LAM8 8235 CD 240,000.00 240,000.00 240,000.00 5.000% 240,984.00 semi-annual 07/14/23 01/14/24 07/14/25 LCA Bank Corp 501798UNO 58148 CD 240,000.00 240,000.00 240,000.00 5.000% 241,010.40 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% 241,060.80 semi-annual 07/19/23 07/19/24 07/21/25 Toyota Financial Sgs Bk 89235MLH2 57542 CD 245,000.00 245,000.00 245,000.00 0.700% 238,088.55 semi-annual 08/19/21 02/19/22 08/19/25 Amerant Bank 02357QCA3 22953 CD 240,000.00 240,000.00 240,000.00 5.050% 241,384.80 semiannual 08/24/23 02/24/24 08/25/25 First Foundation Bank 32026UY26 58647 CD 240,000.00 240,000.00 240,000.00 5.000% 241,317.60 semiannual 08/29/23 02/28/24 08/29/25 First Premier Bank 33610RUM3 6085 CD 240,000.00 240,000.00 240,000.00 5.000% - 241,526.40 semi-annual 09/01/23 03/01/24 09/02/25 Provident Savings Bank 744039CD8 30879 CD 245,000.00 245,000.00 245,000.00 4.100% 244,642.30 semi-annual 08/28/24 02/28/25 09/29/25 Park Street Bank 70086VBZ3 8851 CD 240,000.00 240,000.00 240,000.00 3.800% 239,047.20 maturity 10/09/24 none 10/09/25 Regions Bank 759197HG5 12368 CD 240,000.00 240,000.00 240,000.00 3.850% 239,157.60 maturity 10/09/24 none 10/09/25 Bank of America 06053CBR6 25178 CD 240,000.00 240,000.00 240,000.00 3.850% 239,160.00 maturity 10/10/24 none 10/10/25 Hometrust Bank 43787PGE7 27677 CD 240,000.00 240,000.00 240,000.00 4.900% 241,425.60 semi-annual 07/12/24 01/12/25 10/10/25 Duluth MN 264438ZL9 AA2 local 29,767.20 29,767.20 30,000.00 2.625% 29,862.00 semi-annual 12/05/12 08/01/13 02/01/25 Duluth MN 264439DA5 AA2 local 455,000.00 455,000.00 455,000.00 0.850% 450,932.30 semi-annual 11/03/21 08/01/22 02/01/25 Eau Claire WI 278444QS6 AA2 local 300,348.00 300,348.00 300,000.00 4.000% 299,238.00 semi-annual 10/05/22 04/01/23 04/01/25 Council Bluffs Iowa 222130BD7 AA2 local 290,000.00 290,000.00 290,000.00 5.200% 291,249.90 semi-annual 10/17/23 06/01/24 06/01/25 Monroe Cty PA 610767TPO AA3 local 294,867.00 294,867.00 300,000.00 2.430% 299,085.00 semi-annual 07/27/22 12/15/19 12/15/24 Birmingham AL 09088RB70 AA3 local 83,255.20 83,255.20 80,000.00 2.951% 79,591.20 semi-annual 10/03/19 none 03/01/25 Milwaukee Co WI 6022456F4 AA3 local 287,969.70 287,969.70 285,000.00 5.000% 286,242.60 semiannual 11/03/22 03/01/23 09/01/25 8,447,218.09 CO Description Cusip Number Credit Rating/F DIC Type Purchase Price Carrying Cost Maturity Amount Interest. Rate : CurrenCMarket Value neres ai Data:, Acquired Coupon Date Maturityl: Due Date Hennepin Cnty MN 425507MF4 AAA local 405,312.00 405,312.00 400,000.00 4.000% 399,856.00 semi-annual 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% 297,264.00 semi-annual 01/18/22 02/01/21 02/01/25 Saint Louis Park MN 79174OU92 AAA local 180,005.00 180,005.00 175,000.00 4.500% 174,961.50 semiannual 09/07/22 08/01/23 02/01/25 Suffolk VA 86481ACU6 AAA local 150,000.00 150,000.00 150,000.00 0.650% 148,354.50 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% 247,787.50 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% 297,933.00 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% 298,287.00 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 1.430% 221,067.00 semi-annual 05/04/20 12/01/20 06/01/25 Charlotte NC 161035JQ4 AAA local 298,317.00 298,317.00 300,000.00 1.790% 295,251.00 semi-annual 08/28/19 12/01/19 06/01/25 West Des Moines lA 952531GY1 AAA local 236,692.50 236,692.50 250,000.00 2.000% 246,495.00 semi-annual 08/23/23 06/01/21 06/01/25 Scottsdale AZ 810454EJ3 AAA local 306,141.00 306,141.00 300,000.00 5.000% 301,122.00 semi-annual 02/01/23 07/01/23 07/01/25 Minnesota State 60412AZM8 AAA local 377,189.10 377,189.10 370,000.00 4.000% 368,915.90 semiannual 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% 292,479.00 semi-annual 07/14/21 02/15/22 08/15/25 Madison WI 55844RXA7 AAA local 403,360.00 403,360.00 400,000.00 4.000% 398,516.00 semi-annual 10/06/22 04/01/23 10/01/25 Maine State 56052AG75 AA1 state 300,747.00 300,747.00 300,000.00 4.000% 299,172.00 semi-annual 09/20/22 12/01/22 06/01/25 Utah St 917542QV7 AAA state 101,484.90 101,484.90 98,408.26 3.539% 97,683.98 semi-annual 03/09/20 01/01/11 07/01/25 Federal Home Loan Bank 3130AUSE5 AAA US 497,105.00 497,105.00 500,000.00 4.220% 500,000.00 semi-annual 02/09/23 05/01/23 11/01/24 Fed Farm Credit Bank 3133ENEJ5 AAA US 386,545.24 386,545.24 400,000.00 0.875% 399,276.00 semi-annual 01/09/24 05/18/22 11/18/24 Fed Nall Mtg Assn 3135G06EB AAA US 196,422.00 196,422.00 200,000.00 0.420% 199,588.00 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% 497,730.00 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% 497,520.00 semi-annual 07/14/22 06/20/22 12/20/24 Fed Farm Credit Bank 3133ENKS8 AAA US 474,674.39 474,674.39 500,000.00 1.125% 496,805.00 semi-annual 04/12/23 07/06/22 01/06/25 Fed Home Ln Bank 3130AQGT4 AAA US 496,170.00 496,170.00 500,000.00 1.100% 496,450.00 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% 495,955.00 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% 396,660.00 semi-annual 02/04/22 08/03/22 02/03/25 Federal Home Loan Bank 3130ATDL8 AAA US 398,896.00 398,896.00 400,000.00 3.750% 398,908.00 semi-annual 09/16/22 03/14/23 03/14/25 Federal Home Loan Bank 3130AWT59 AAA US 301,369.64 301,369.64 300,000.00 5.125% 300,624.00 semi-annual 02/05/24 03/14/24 03/14/25 Fed Home Ln Bank 3130AJHU6 AAA US 377,406.14 377,406.14 400,000.00 0.500% 392,888.00 semiannual 12/12/23 10/14/20 04/14/25 Fed Nad Mtg Assn 3135G03U5 AAA US 467,397.20 467,397.20 500,000.00 0.625% 491,055.00 semiannual 07/13/22 10/22/20 04/22/25 Fed Home Ln Bank 3130APVBB AAA US 300,000.00 300,000.00 300,000.00 1.000% 294,402.00 semiannual 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% 400,760.00 semi-annual 07/11/23 12/13/23 06/13/25 Fed Home Ln Mtg Corp 3137EAEU9 AAA US 655,674.16 655,674.16 700,000.00 0.375% 680,386.00 semi-annual 12/12/23 01/21/21 07/21/25 Fed Home Ln Mtg Corp Med Term Note 3134GWAUO AAA US 283,486.32 283,486.32 300,000.00 0.500% 291,762.00 semi-annual 04/04/24 01/23/21 07/23/25 Federal Home Loan Bank 3130ASTV1 AAA US 500,000.00 500,000.00 500,000.00 3.550% 497,010.00 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% 497,675.00 semi-annual 08/30/22 02/28/23 08/28/25 Fed Home Ln Bank 3130AK5E2 AAA US 281,144.90 281,144.90 300,000.00 0.375% 290,244.00 semi-annual 02/22/24 03/04/21 09/04/25 Federal Home Loan Bank 3130AWS92 AAA US 397,772.00 397,772.00 400,000.00 4.875% 401,880.00 semi-annual 09/29/23 03/12/24 09/12/25 Fed Home Ln Mtg Corp 3137EAEX3 AAA US 291,732.00 291,732.00 300,000.00 0.375% 289,665.00 semi-annual 12/15/21 03/23/21 09/23/25 Federal Farm Credit Bank 3133ERJR3 AAA US 135,236.70 135,236.70 135,000.00 5.000% 135,653.40 semi-annual 07/09/24 10/01/24 10/01/25 Federal Farm Credit Bank 3133EPYK5 AAA US 498,358.68 498,358.68 496,000.00 5.125% 499,630.72 semi-annual 04/04/24 04/10/24 10/10/25 Federal Farm Credit Bank 3133ERMF5 AAA US 300,035.04 300,035.04 300,000.00 4.750% 301,212.00 semi-annual 07/24/24 10/24/24 10/24/25 24,712,303.59 1 5,724,490.40 local 396,855.98 state 10,143,739.12 US .ess Than 1 Year Description Cusip Number Credit RatinglF DIC# Type Purchase Price' Carry"mg Cost Maturity Amount Interest: Rate Current Market Valuer n eyes Paltl Date Acquired Coupon Date. Maturity! Due Date: Manuf & Traders Trust Co 564759RNO 588 CD 245,000.00 245,000.00 245,000.00 4.500% 245,774.20 semi-annual 12/15/22 06/15/23 12/15/25 Meade County Bank 582894AD3 25173 CD 240,000.00 240,000.00 240,000.00 4.850% 241,665.60 semi-annual 12/15/23 06/15/24 12/15/25 North American Svgs Bank 657156KC8 29708 CD 240,000.00 240,000.00 240,000.00 4.800% 241,665.60 semi-annual 12120/23 06/20/24 12/22/25 Unity Bank 91330ADYO 33503 CD 244,000.00 244,000.00 244,000.00 4.150% 243,953.64 semi-annual 12/28/22 06/28/23 12/29/25 Barclays Bank 06740KSP3 57203 CD 240,000.00 240,000.00 240,000.00 4.900% 241,737.60 semi-annual 07/17/24 01/17/25 01/16/26 Bank of America 06051XFQO 3510 CD 240,000.00 240,000.00 240,000.00 4.850% 241,972.80 semi-annual 07/17/24 01/17/25 01/20/26 Tennessee State Bank 88054RBY5 20720 CD 240,000.00 240,000.00 240,000.00 4.400% 240,657.60 semi-annual 02/09/24 08/09/24 02/09/26 Golden Bank 38081GBF2 26223 CD 240,000.00 240,000.00 240,000.00 4.400% 240,782.40 semi-annual 02/16/24 08/16/24 02/13/26 First Business Bank 31938QW59 15229 CD 245,000.00 245,000.00 .24 5,000.00 4.050% 244,737.85 semiannual 02/15/23 08/15/23 02/17/26 Berkshire Bank 084601027 23621 CD 240,000.00 240,000.00 240,000.00 4.700% 242,028.00 semiannual 04/12/24 10/12/24 04/13/26 Southwest National 845182CAO 4801 CD 240,000.00 240,000.00 240,000.00 4.600% 242,104.80 semi-annual 07/17/24 01/17/25 07/17/26 Center Bank 1514ORGUI 12854 CD 240,000.00 240,000.00 240,000.00 4.800% 242,990.40 semi-annual 07/25/23 01/25/24 07/27/26 Pitney Bowes Bank Inc 724468AH6 34599 CD 240,000.00 240,000.00 240,000.00 4.750% 242,788.80 semi-annual 07/31/23 01/31/24 07/31/26 Hutisford State Bank 44811LAB6 12354 CD Z40,000.00 240,000.00 240,000.00 4.700% 242,616.00 semi-annual 08/04/23 02/04/24 08/04126 Midland States Bank 59774QLC4 1040 CD 245,000.00 245,000.00 245,000.00 3.700% 243,571.65 semi-annual 08/14/24 02/14/25 08/14/26 BMW Bank 05580A5T7 35141 CD 240,000.00 240,000.00 240,000.00 4.300% 241,092.00 semi-annual 02/16/24 08/16/24 08/17/26 BNY Mellon 05584CJD9 7946 CD 240,000.00 240,000.00 240,000.00 4.750% 242,992.80 semi-annual 08/23/23 02/23/24 08/24/26 Valley National Bank 91985313172 9396 CD 240,000.00 240,000.00 240,000.00 3.700% 238,711.20 semi-annual 10/08/24 04/08/25 10/08/26 Blue Ridge Bank 09582YBG6 35274 CD 245,000.00 245,000.00 245,000.00 4.100% 245,519.40 semi-annual 08/20/24 02/20/25 10/20/26 West Point Bank 95536KAN8 12166 CD 240,000.00 240,000.00 240,000.00 4.600% 242,997.60 semi-annual 12/15/23 06/15/24 12/15/26 First Merchants Bank 32082BFW4 4365 CD 240,000.00 240,000.00 240,000.00 4.700% 243,580.80 semi-annual 07/12/24 01/12125 01/12/27 Firstbank _ 33766NAW4 8663 CD 245,000.00 245,000.00 245,000.00 3.850% 244,316.45 semiannual 08/16/24 02/16/25 02/16/27 Unibank 90458JCL8 58407 CD 240,000.00 240,000.00 240,000.00 4.200% 241,149.60 semi-annual 02/16/24 08/16/24 02116/27 Essa Bank &Trust _ 29667RVT7 28262 CD 245,000.00 245,000.00 245,000.00 3.850% 244,412.00 semi-annual 08/21/24 02/21/25 02/22/27 Mountain Commerce Bank 62400PKT6 4931 CD 240,000.00 240,000.00 240,000.00 4.600% 243,544.80 semi-annual 04/15/24 10/15/24 04/15/27 Opium Bank Inc 68405VBX6 57408 CD 240,000.00 240,000.00 240,000.00 4.600% 243,789.60 semi-annual 12/22/23 06/22/24 06/22/27 Customers Bank 23204HPS1 34444 CD 240,000.00 240,000.00 240,000.00 4.500% 243,278.40 semi-annual 07/23/24 01/23/25 07!23/27 Peoples Bank 71050LCA9 6544 CD 240,000.00 240,000.00 240,000.00 4.600% 243,892.80 semi-annual 07/23/24 01/23/25 07/23/27 Steams Bank 857894Q93 10988 CD 245,000.00 245,000.00 245,000.00 3.850% 244,296.85 semi-annual 08/21/24 02/21/25 08/23/27 Everett MA 299839E48 AA+ local 317,883.00 317,883.00 300,000.00 3.000% 295,230.00 semi-annual 01/25/22 07/15/22 01/15/26 Austin TX 052397RE8 AAI local 359,971.20 359,971.20 360,000.00 2.124% 346,021.20 semi-annual 10/02/19 03/01/20 09/01/26 New York NY 64966QLG3 AA2 local 301,506.00 301,506.00 300,000.00 0.800% 289,341.00 semi-annual 09/15/20 11/01/20 11/01/25 Opelika AL 683489ZD3 AA2 local 301,848.00 301,848.00 300,000.00 2.363% 294,204.00 semi-annual 12/19/19 05/01/20 11/01/25 South Milwaukee WI 838855ZV9 AA2 local 327,798.25 327,798.25 325,000.00 3.350% 318,799.00 semi-annual 01/25/19 04/01/19 10/01/26 Miami Beach FL 593201ZZ2 AA2 local 298,695.00 298,695.00 300,000.00 4.722% 303,153.00 semi-annual 08/23/23 11/01/23 05/01/27 Will County IL Cmnty Zero Coupon 969078QM9 AA2 local 159,000.00 159,000.00 500,000.00 435,690.00 maturity 08/25/09 none 11/01/27 Waterloo lA 941647UR8 AA2 local 173,216.40 173,216.40 170,000.00 2.600% 159,040.10 semi-annual 09/13/19 06/01/25 06/01/28 Burlington VT 122062G89 AA3 local 256,190.00 256,190.00 250,000.00 2.306% 244,675.00 semi-annual 01/30/20 05/01/20 11/01/25 Manchester New Hampshire 562333QV9 AA3 local 289,172.40 289,172.40 285,000.00 4.000% 283,150.35 semi-annual 07/14/22 01/01/23 07/01126 Florence AL 339873UU3 AA3 local 251,055.00 251,055.00 250,000.00 1.971% 239,630.00 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% 357,152.50 semi-annual 10/18/22 04/01/15 10/01/27 Allegheny Cnty, PA 01728VVN7 AA3 local 204,746.00 204,746.00 200,000.00 1.586% 179,482.00 semi-annual 08/20/20 11/01/20 11/01/28 Andover Massachusetts 034286FF6 AAA local 281,388.00 281,388.00 300,000.00 1.330% 291,330.00 semi-annual 07/20122 11/01/22 11/01/25 7,042,621.24 CD Description C6e Number Credit RatinglF .DICK! Type Purchase Price ! Carrying Cosk Maturity Amount Interest' Rate Current Market Value @ - In a es at Date Acquired Coupon Date- Maturity/ Due Date! Bellevue WA 0793654E9 AAA local 212,901.80 212,901.80 230,000.00 1.247% 222,515.80 semi-annual 09/13/22 06/01/22 12/01/25 Minneapolis MN 60375BJN7 AAA local 300,000.00 300,000.00 300,000.00 1.100% 289,221.00 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 1.150% 289,596.00 semi-annual 04/22/19 none 12/15/25 Williamson Cnty TX 9698878G6 AAA local 278,097.00 278,097.00 300,000.00 0.640% 286,140.00 semi-annual 02/07/24 08/15/21 02/15/26 Raleigh NC 751091 QU6 AAA local 243,145.00 243,145.00 250,000.00 3.100% 245,337.50 semi-annual 02/07/24 12/01/15 06/01/26 Centennial MN ISD 12 150908KC4 AAA local 274,611.00 274,611.00 300,000.00 1.642% 283,611.00 semiannual 12/06/23 08/01/22 02/01/27 Wayzata MN ISD#284 946813XL1 AAA local 287,463.00 287,463.00 300,000.00 3.000% 292,359.00 semi-annual 05/24/24 02/01/22 02/01/27 St Paul MN 792882CA8 AAA local 240,000.00 240,000.00 240,000.00 2.400% 225,088.80 semi-annual 12/11/19 05/01/20 05/01/28 Maryland Stale 574193WF1 AAA state 398,952.00 398,952.00 400,000.00 4.050% 398,508.00 semi-annual 06/02/23 09/15/23 03/15/27 Tennessee Valley Auth Ser E 880591CJ9 AAA US 121,500.00 121,500.00 100,000.00 6.750% 102,293.00 semi-annual 03/19/09 none 11/01/25 Federal Farm Credit Bank 3133EPC37 AAA US 300,402.00 300,402.00 300,000.00 4.875% 301,770.00 semi-annual 11/29/23 05/13/24 11/13/25 Federal Fame Credit Bank 3133EPMB8 AAA US 297,330.00 297,330.00 300,000.00 4.125% 299,652.00 semiannual 06/21/23 12/08/23 12/08/25 Fed Home Ln Mtg Corp Zero Cpn 3134A2HG6 AAA US 98,225.58 98,225.58 110,000.00 104,893.80 maturity 07/11/23 none 12/11/25 Federal Home Loan Bank 3130AWKM1 AAA US 403,058.18 403,058.18 400,000.00 4.750% 403,164.00 semi-annual 01/09/24 12/12/23 12/12/25 Federal Home Loan Bank 3130BOZV4 AAA US 400,000.00 400,000.00 400,000.00 5.300% 400,224.00 semi-annual 04/22/24 07/22/24 01/22/26 Federal Home Loan Bank 3130ASPD5 AAA US 300,000.00 300,000.00 300,000.00 4.000% 298,437.00 semi-annual 07/29/22 01/28/23 01/28/26 Federal Farm Credit Bank 3133ERNJ6 AAA US 301,357.59 301,357.59 300,000.00 4.500% 301,047.00 semi-annual 08/13/24 02/06/25 02/06/26 Federal Home Loan Bank 3130AYTA4 AAA US 300,000.00 300,000.00 300,000.00 6.000% 299,991.00 semi-annual 02/06/24 08/06/24 02/06/26 Federal Home Loan Bank 313OAQWH2 AAA US 371,748.00 371,748.00 400,000.00 1.800% 387,116.00 semi-annual 07/11/23 08/27/22 02/27/26 Federal Farm Credit Bank 3133EP4K8 AAA US 45,010.23 45,010.23 45,000.00 4.625% 45,254.25 semi-annual 07/09/24 09/05/24 03/05/26 Fed Home Ln Bank 3130A7BA2 3133EP5K7 AAA US 144,601.97 301,652.03 144,601.97 301,652.03 150,000.00 300,000.00 2.375% 4.500% 146,329.50 301,212.00 semi-annual semi-annual 07/09/24 08/13/24 09/13/16 09/13/24 03/13/26 03/13/26 Federal Farm Credit Bank AAA US Federal Home Loan Bank _ 3130AXB31 AAA US 300,855.43 300,855.43 300,000.00 4.875% 303,006.00 semi-annual 04/04/24 03/13/24 03/13/26 _ Federal Home Loan Bank 3130BOZP7 AAA US 50,133.56 50,133.56 50,000.00 4.875% 50,465.50 semi-annual 07/09/24 09/13/24 03/13/26 Federal Home Loan Bank 3130ALGY4 AAA US 285,471.46 285,471.46 300,000.00 1.000% 287,148.00 semi-annual 08/13/24 09/16/21 03/16/26 Federal Farm Credit Bank 3133EPNV3 AAA US 397,108.00 397,108.00 400,000.00 4.375% 400,932.00 semi-annual 07/11/23 09/30/23 03/30/26 Federal Farm Credit Bank 3133EP7C3 AAA US 299,648.90 299,648.90 300,000.00 4.625% 301,710.00 semi-annual 04/04/24 10/01/24 04/01/26 Federal Farm Credit Bank 3133EPPRO AAA US 397,432.00 397,432.00 400,000.00 4.625% 402,292.00 semi-annual 07/10/23 10/10/23 04/10/26 Federal Home Loan Mortgage Corp 3134GWZC3 AAA US 368,591.54 368,591.54 400,000.00 0.580% 379,900.00 semi-annual 01/09/24 04/15/21 04/15/26 Federal Home Loan Bank 3130BOYFO AAA US 400,000.00 400,000.00 400,000.00 5.250% 401,272.00 semi-annual 04/22/24 10/22/24 04/22/26 Federal Home Loan Bank 3130BOZXO AAA US 400,000.00 400,000.00 400,000.00 5.270% 401,984.00 semi-annual 05/03/24 10/22/24 04/22/26 Federal Home Loan Mortgage Corp 3134HIM26 AAA US 300,450.00 300,450.00 300,000.00 5.250% 300,900.00 semi-annual 07/09/24 10/24/24 04/24/26 Federal Home Loan Bank 3130AW3Z1 AAA US 400,000.00 400,000.00 400,000.00 5.000% 399,928.00 semiannual 05/22/23 11/22/23 05/22/26 Federal Home Loan Mortgage Corp 3134H1T94 AAA US 300,150.00 300,150.00 300,000.00 5.100% 300,333.00 semiannual 07/09/24 11/22/24 05/22/26 Fed Home Ln Bank 3130AGFP5 AAA US 384,335.97 384,335.97 400,000.00 2.500% 389,416.00 semi-annual 01/09/24 12/12/19 06/12/26 Fed Home Ln Bank 3130AN4T4 AAA US 224,763.51 224,763.51 250,000.00 0.875% 237,112.50 semi-annual 07/11/23 12/12/21 06/12/26 Federal Home Loan Bank 3130B1BT3 AAA US 301,486.77 301,486.77 300,000.00 4.875% 303,258.00 semi-annual 07/09/24 12/12/24 06/12/26 Fed Home Ln Bank 3130ANSG6 AAA US 300,000.00 300,000.00 300,000.00 0.875% 283,581.00 semi-annual 08/26/21 02/25/22 06/25/26 Federal Home Loan Mortgage Corp 31341-113V3 AAA US 299,970.00 299,970.00 300,000.00 5.150% 300,456.00 semi-annual 07/09/24 12/26/24 06/26/26 Federal Farm Credit Bank 3133EPPE9 AAA US 397,476.00 397,476.00 400,000.00 4.375% 401,520.00 semi-annual 07/11/23 01/06/24 07/06/26 Federal Farm Credit Bank 3133ERKR1 AAA US 300,908.67 300,908.67 300,000.00 4.625% 302,349.00 semi-annual 07/24/24 01/10/25 07/10/26 Federal Home Loan Bank 3130AFPW1 AAA US 189,072.00 189,072.00 195,000.00 2.950% 191,010.30 semi-annual 01/09/24 07/10/19 07/10/26 Federal Farm Credit Bank 3133ERKV2 AAA US 300,000.00 300,000.00 300,000.00 5.080% 300,918.00 semi-annual 07/15/24 01/15/25 07/15/26 6,170,767.25 local 398,508.00 state Description Cusip Number Credit Rating/F DIC # Type Purchase Price ! Carrying Cost Maturity Amount Inferest Rate Current Market Value s I Date Acquired Coupori Date Maturity) Due Data Federal Farm Credit Bank 3133EPQC2 AAA US 400,240.00 400,240.00 400,000.00 4.625% 402,908.00 semi-annual 07/17/23 01/17/24 07/17/26 Federal Home Loan Bank 3130AWTQ3 AAA US 303,962.84 303,962.84 300,000.00 4.625% 303,030.00 semi-annual 08/13/24 03/11/24 09/11/26 Federal Home Loan Bank 3130AXCP1 AAA US 404,126.02 404,126.02 400,000.00 4.875% 404,900.00 semi-annual 12/12/23 03/11/24 09/11/26 Federal Home Loan Bank 3130ATBS5 AAA US 392,187.50 392,187.50 400,000.00 4.000% 398,364.00 semi-annual 07/11/23 03/29/23 09/29/26 Federal Home Loan Mortgage Carp 3134H1A29 AAA US 700,989.00 700,989.00 700,000.00 5.125% 700,420.00 semiannual 05/10/24 10/02/24 10/02/26 Federal Home Loan Bank 3130B3A29 AAA US 399,623.29 399,623.29 400,000.00 4.000% 399,200.00 semi-annual 10/29/24 04/09/25 10/09/26 Federal Home Loan Mortgage Corp 3134HAUE1 AAA US 399,600.00 399,600.00 400,000.00 4.250% 399,364.00 semiannual 10/29/24 04/23/25 10/23/26 Federal Home Loan Bank 3130AXPS1 AAA US 400,000.00 400,000.00 400,000.00 5.500% 399,844.00 semi-annual 11/13/23 05/13/24 11/13/26 Federal Home Loan Bank 3130AXU63 AAA US 300,354.00 300,354.00 300,000.00 4.625% 302,976.00 semi-annual 11/29/23 05/17/24 11/17/26 Federal Home Loan Bank 3130AXQL5 AAA US 408,212.00 408,212.00 400,000.00 4.875% 405,732.00 semiannual 01/09/24 06/11/24 12/11/26 Federal Home Loan Bank 3130AY7M2 AAA US 400,000.00 400,000.00 400,000.00 5.000% 399,888.00 semi-annual 12/20/23 06/18/24 12/18/26 Federal Farm Credit Bank 3133EPQ73 AAA US 298,284.80 298,284.80 300,000.00 4.125% 299,358.00 semi-annual 07/24/24 06/22/24 12/22/26 Federal Home Loan Mortgage Corp 3134H1NK5 AAA US 400,000.00 400,000.00 400,000.00 5.000% 399,700.00 semi-annual 01/09/24 07/08/24 01/08/27 Federal Home Loan Bank 3130AYPNO AAA US 300,043.63 300,043.63 300,000.00 4.125% 300,150.00 semi-annual 02/05/24 07/15/24 01/15/27 Federal Farm Credit Bank 3133ERKW0 AAA US 300,000.00 300,000.00 300,000.00 5.170% 300,708.00 semi-annual 07/15/24 01/15/25 07/15/27 Federal Home Loan Bank 3130B2KW4 Am US 300,450.00 300,450.00 300,000.00 4.375% 300,123.00 semi-annual 09/24/24 02/27/25 08/27/27 Federal Home Loan Mortgage Corp 3134H1VF7 AAA US 397,400.00 397,400.00 400,000.00 4.375% 400,220.00 semi-annual 03/13/24 09/13/24 09/13/27 Federal Farm Credit Bank 3133EPHBI AAA US 290,495.92 290,495.92 286,000.00 4.500% 288,453.88 semi-annual 01/09/24 04/04/24 10/04/27 Federal Farm Credit Bank 3133EPC60 AAA US 301,425.00 301,425.00 300,000.00 4.625% 303,711.00 semi-annual 11/29/23 05/15/24 11/15/27 Federal Home Loan Bank 3130AY4N3 AAA US 400,000.00 400,000.00 400,000.00 5.250% 400,064.00 semi-annual 12/13/23 06/13/24 12/13/27 Fed Farm Credit Bank 31331VLC8 AAA US 106,030.45 106,030.45 100,000.00 5.250% 103,395.00 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% 399,716.00 semi-annual 07/28/23 01/28/24 07/28/28 Fed Home Ln Mtg Corp Med Term Note 3134GWUM6 AAA US 199$00.00 199,500.00 200,000.00 0.750% 174,130.00 semi-annual 10/07/20 03/29/21 09/29/28 Federal Farm Credit Bank _ 3133EPS71 AAA US 400,000.00 400,000.00 400,000.00 5.050% 399,792.00 semi-annual 12/28/23 06/27/24 12/27/28 Fed Home Ln Bank 3130AGT21 AAA US 300,000.00 300,000.00 300,000.00 2.640% 277,668.00 semi-annual 07/26/19 01/26/20 07/26/29 32,506,586.22 Anoka -Hennepin MN ISD #11 0363032R5 AAA local 323,613.50 323,613.50 350,000.00 2.550% 321,545.00 semi-annual 01/25/19 none 02/01/30 Vestavia Hills AL 925479RY5 AAA local 202,566.00 202,566.00 200,000.00 1.870% 167,774.00 semi-annual 07/16/20 02/01/21 02/01/32 489,319.00 1 1 1( 57,708,208.81 18,894,689.73 US 5 Years 489,319.00 local 10 Years INVESTMENT SCHEDULE - Money Market Funds October 31, 2024 Description Current Market Value YTD Interest Wells Fargo I lPrincipal Bank Government Money Market Fund 1 $2,642,785.701 $174,121.52 4M I 14M 905,469.361 71,855.29 4M WS I 4M Plus 105,972.621 12,921.67 Grand Total Money Market Funds 1 $3,654,227.68 1 $258,898.48 Updated. 11/13/2024 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: David D. Berkowitz, Interim City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Receive October 2024 General Fund Budget Progress Report DATE: November 19, 2024 INTRODUCTION The City of Andover 2024 General Fund Budget (as amended) contains total revenues of $14,567,968 and total expenditures of $15,185,342 (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 Budget Summary - Budget Year 2024, reflecting year to date actual through October 2024. The following represents Administration's directives and departmental expectations for 2024: 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 October 2024 General Fund Budget Progress Report. Respectfully submitted, vq,�e_ _?51 Lee Brezinka Attachment CITY OF ANDOVER General Fund Budget Summary Totals Budget Year 2024 2023 2024 REVENUES Budget Oct YTD % Bud Audit Budget Oct YTD % Bud General Property Tax $ 10,814,789 $ 5,655,438 52% $ 10,663,259 $ 11,621,126 $ 6,071,527 52% Licenses and Permits 573,000 714,841 125% 854,739 617,600 714,219 116% Intergovernmental 844,689 878,962 104% 977,028 930,086 629,101 68% Charges for Services 839,110 1,270,373 151°% 1,447,506 897,610 1,112,995 124°% Fines 45,500 52,859 116% 70,683 50,500 63,930 127% Investment Income 75,000 87,202 116% 377,355 75,000 161,721 216% Miscellaneous 148,300 159,838 108% 185,646 154,800 163,188 105% Transfers In 228,772 228,772 100% 228,772 221.246 221246 100% EXPENDITURES Budget 2023 Oct YTD % Bud Audit Budget 2024 Oct YTD % Bud GENERAL GOVERNMENT 3,347,315 3,347,315 100% 3,347,315 3,739,849 3,625,598 97% Mayor and Council $ 110,104 $ 88,660 81% $ 99,860 $ 112,042 $ 89,095 80% Administration 297,277 218,597 740/. 278,092 303,714 229,106 75% Newsletter 30,000 22,451 75% 27,733 36,000 28,946 80% Human Resources 35,458 18,189 51°% 21,172 134,494 22,097 16% Attorney 219,221 156,027 71% 207,922 231,486 159,254 69% City Clerk 196,235 158,534 81% 193,217 204,009 179,378 88% Elections 85,140 23,816 28% 28,002 90,906 61,270 67% Finance 355,854 285,384 80% 335,992 360,343 295,635 82% Assessing 161,000 133,231 83% 136,705 161,000 132,391 82% Information Services 242,922 189,073 78% 235,842 249,184 207,587 83% Planning & Zoning 567,673 377,418 66% 473,193 570,506 376,664 66% Engineering 741,037 562,791 76% 703,515 757,558 602,572 80% Facility Management 797,939 444,511 56°% 549.761 RI1.941 AAR Axa <n°i PUBLICSAFETY $ 14,240,875 $ 11,498,458 81% $ 13,219,880 $ Police Protection 3,347,315 3,347,315 100% 3,347,315 3,739,849 3,625,598 97% Fire Protection 1,997,647 1,626,235 81% 1,926,998 2,270,380 1,635,810 72% Protective Inspection 559,182 392,347 70% 501,561 557,917 413,930 74% Emergency Management 33,555 18,191 54% 19,958 34,987 20,025 57% Animal Control 10,950 1,950 18% 4,795 10,950 5,010 46% PUBLIC WORKS $ 14,240,875 $ 11,498,458 81% $ 13,219,880 $ Streets and Highways 923,356 747,775 81% 899,542 994,486 851,254 86°% Snow and Ice Removal 774,897 722,149 93% 771,857 901,461 672,494 75% Street Signs 212,254 134,581 63% 169,472 221,186 189,756 86% Traffic Signals 44,000 22,824 52% 29,471 44,000 36,322 83% Street Lighting 42,400 21,658 51% 29,975 45,400 26,294 58% Street Lights - Billed 180,500 114,406 63% 151,879 182,000 113,813 63% Park & Recreation 1,702,954 1,298,879 76% 1,665,606 1,799,408 1,540,165 86% Natural Resource Preservation 13,398 9,666 72% 10,946 17,022 5,125 30°% Recycling 238,007 142,160 60% 176,063 245,609 151,365 62% OTHER Miscellaneous 284,000 210,640 74% 214,436 59,000 4,078 7% Youth Services 1A Ann o Ann x°i n - ,. .,.,, _. Total Expenditures $ 14,240,875 $ 11,498,458 81% $ 13,219,880 $ 15,185,342 $ 12,083,717 80% NET INCREASE (DECREASE) $ (671,715) $ (2,450,173) $ 1,585,108 $ (617,374) $ (2,945,790) 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.AN DOVE RM N.GOV TO: Mayor and Councilmembers CC: David D. Berkowitz, Interim City Administrator FROM: Lee Brezinka, Finance Manager SUBJECT: Receive October 2024 Community Center Update DATE: November 19, 2024 INTRODUCTION Attached for Council review is the Andover Community Center (ACC) Budget Summary Report for Budget Year 2023 and Budget Year 2024. The reports reflect activity through October 2024 with comparative data from October 2023. OCTOBER 2024 FINANCIALS 2024 Revenues to date are on par with 2023, no surprises. 2024 revenues are expected to be comparable to 2023,a reduction in Miscellaneous Revenues is reflected in the 2024 budget as reimbursements from the YMCA for shared maintenance/construction will be less in 2024. Miscellaneous Revenue actual does reflect an $80,238.08 donation from the Andover Huskies Youth Hockey Association (AHYHA) for a new sound system. The 2024 expenses are in line with 2023, although you will see some payment timing impacts with operating expenses and a limited Capital Outlay budget in 2024. Salaries are expected to be consistent as ACC has been able to maintain full staffing. Looking ahead it is anticipated that 2024 activities will be comparable to the previous year as we proceed through the year. The 2023 Capital Outlay line item is for a high volume/output water heater replacement and the addition of a water softener. This project was completed in 2023. NOVEMBER/DECEMBER 2024 FACILITY UPDATE Please refer to the attached ACC Facility Update for Major Events and monthly Walking Track activity. Activities are in full swing as we enter the winter season. PROGRAMS/ACTIVITIES UPDATE With the youth and high school hockey seasons underway both rinks are booked seven (7) days a week. We will be hosting 24 Andover HS Hockey games this winter, and just finished scheduling youth hockey District playoffs for February 2025. In the field house our primary volleyball club, MN Premier is starting up their season and will have practice four (4) nights a week and will be hosting nine (9) tournaments through March 2025. Andover Athletic Association (In -House) Basketball, Andover Boys & Girls Traveling Basketball, and the Anoka Hennepin Mustangs are also in most days for the winter season. We have added a couple new user groups over the last year, I9 Sports and Andover Soccer Club are using both court and turf time. PROGRAMS: Fall Learn to Skate had 129 registrants. Fall Indoor Soccer had 96 registrants. Winter Learn to Skate Lessons and the Winter Soccer Program start up in January, registration is now open. Tot -Time Open Gym started up this Fall and is offered twice a week on Court 4. CONCESSIONS: The Crooked Lake Creamery partnership has been very successful, they are looking to extend their lease which is laid out in the current contract. SCHEDULING: Facility scheduling for spring/summer 2025 is underway and fall/winter 2025-26 will follow. ACTION REQUESTED Informational. The Council is requested to receive the staff report and attached reports. Respectfully submitted, Lee Brezinka Attachments Current: CITY OF ANDOVER Salaries & benefits Community Center Budget Summary Totals 679,451 78% 861,874 892,245 735,879 82% Budget Year 2024 91,850 92,944 101% 105,378 94,968 89,129 940/. Operating 679,647 479,882 71% 612,579 717,967 2023 65% Professional services 248,725 2024 72% REVENUES Budget Oct YTD %Bud Audit Budget Oct YTD %Bud 176,597 Charges for services 35,023 100% Current 2,270,192 1,432,413 63% 1,957,846 Ice Rental $ 794,000 $ 531,705 67% $ 865,994 $ 809,000 $ 580,484 72% Turf Rental 25,000 19,971 80% 19,971 22,000 18,116 82% Track 3,000 5,787 193% 7,761 5,000 4,357 87% Fieldhouse Rental 255,000 248,939 98% 332,579 265,000 278,324 105% Proshop 13,000 11,920 92% 16,926 14,000 13,270 95% Golf Simulator - _ - - - 391 - Vending 16,000 14,371 90% 17,782 18,000 11,893 66% Advertising 75,000 108,980 145% 115,053 80,000 117,784 147% Total Charges for services 1,181,000 941,673 80% 1,376,066 1,213,000 1,024,619 84% Miscellaneous 389,268 205,294 53% 309,954 268,361 212,556 79% Total revenues 1,570,268 1,146,967 - 73% 1,686,020 1,481,361 1,237,175 84% EXPENDITURES 2023 2024 Budget Oct YTD % Bud Audit Budget Oct YTD % Bud Current: Salaries & benefits 875,369 679,451 78% 861,874 892,245 735,879 82% Departmental 91,850 92,944 101% 105,378 94,968 89,129 940/. Operating 679,647 479,882 71% 612,579 717,967 469,927 65% Professional services 248,725 180,136 72% 201,418 339,388 154,399 45% Capital outlay 374,601 - 0% 176,597 35,023 35,023 100% Current 2,270,192 1,432,413 63% 1,957,846 2,079,591 1,484,357 71% Revenue over (under) expense (699,924) (285,446) 41% (271,826 (598,230) (247,182) 41% Other financing sources (uses) General Property Tax Levy 155,000 81,700 53% 154,097 155,000 80,981 52% Investment income 3,000 14,004 n/a 57,713 3,000 28,948 965% Rental/Lease Pymt 638,000 642,552 101% 635,884 638,000 646,503 101% Transfers out (300,000) (300,000) 100% (300,000) (300,000 (300,000) 100/% Total financing sources (uses) 496,000 438,256 88% 547,694 496,000 456,432 92% Jet increase (decrease) in fund balance $ (203,924) $ 152,810 -75% $ 275,868 $ (102,230) $ 209,250 -205% CITY OF ANDOVER, MINNESOTA Andover Community Center/ YMCA Historical Comparison Debt Service Payments 2012C GO Abatement Bonds (P +I) 2016 2017 $ 2018 $ 2019 $ 2020 $ 2021 2022 $ 1,213,931 2023 2024 2024 2019A GO Abatement Bonds (P+1) Actual Actual Actual Actual Actual Actual Actual 1109,775 Actual Budget Oct YTD Revenues: $ 1.216,506 $ 1,213 731 $ 1,211,461 $ 1.208,931 $ 1,806 131 $ 2,032,356 $ 2 323,706 $ 2,316,181 $ 2,320,650 $ 2,320,650 Charges for services Ice Rental $ 405,990 $ 392,828 $ 435,716 $ 442,995 $ 361,796 $ 823,856 $ 794,232 $ 865,994 $ 809,000 $ 580,484 Turf Rental - - - - - 3,782 18,553 1,014,065 19,971 22,000 18,116 Track - - - - 301 3,950 5,871 155,000 7,761 5,000 4,357 Fieldhouse Rental 199,286 215,089 $ 218,667 $ 220,225 $ 133,126 $ 220,527 287,696 $ 2,143,693 332,579 265,000 278324 Proshop 9,412 9,247 8,606 9,680 4,394 9,606 11,978 16,926 14,000 13,270 Golf Simulator - - _ _ _ _ - - - 391 Vending 8,588 9,182 7,470 8,427 6,148 7,763 20,978 17,782 18,000 11,893 Advertising 26,450 38,819 34,000 40,850 8,000 84,700 99.436 115,053 80,000 117,784 Charges for services 649,726 665,165 704,459 722,177 513,765 1,154,184 1,238,744 1,376,066 1,213,000 1,024,619 Miscellaneous 136,552 136,149 142.768 131,386 110,781 134,072 239,090 309,954 268,361 212,556 Total revenues 786278 801,314 847,227 853,563 624,546 1,288,256 1,477,834 1,686,020 1,481,361 s 1,237,175 Expenditures: Current: Salaries &.benefits 451,332 481,926 501,108 533,044 503,842 692,742 809,007 861,874 892,245 735,879 Departmental 77,945 65,612 76,448 66,570 74,809 82,655 96,433 105,378 94,968 89,129 Operating 364,935 364,242 352,067 330,084 345,588 515,308 597,663 612,579 717,967 469,927 Professional services 106,381 125,034 104,076 77,818 129,261 85,130 179,690 201,418 339,388 154,399 Capital outlay 47,859 4,900 11,442 39,888 100,000 37,358 176,597 35,023 35,023 Current 1,048,452 1,041,714 1,045,141 1,047,404 1,153,500 1,375,835 1,720,151 1,957,846 2,079,591 1,484,357 Revenue over under expenditures (262,174) (240,400) (197,914) 193,841 (528,954) 87,579 242,317 271,826 598,230 (247,182)1 Other financing sources (uses) General Property Tax Levy - - _ - - 154,534 154,614 154,097 155,000 80,981 Investment income 2,190 2,779 5,780 16,107 6,793 2,817 (21,173) 57,713 3,000 28,948 Rental/Lease Pymt 640,303 641,691 637,150 636,803 635,629 635,026 624,508 635,884 638,000 646,503 Transfers out (300,000) (300,000) (300,000) (300,000) (300,000) (300,000) (300,000) (300,000) (300,000) (300,000) Total financing sources (uses) 342,493 344,470 342,930 352,910 342,422 492,377 457,949 547,694 496,000 456,432 Net increase (decrease) in fund balance 80,319 104,070 145,016 159,069 (186,532) 404,798 215,632 275,868 (102,230) 209,250 Prior Period Adjustment - - _ - - 125,200 - - - - Fund balance (deficit)- January 1 56,140 136,459 240,529 385,545 544614 358.082 888,080 1,103,712 1379,580 1379,580 Fund balance(deficit)- December 31 $ 136,459 $ 240,529 $ 385,545 $ 544,614 $ 358,082 $ 888,080 $ 1,103,712 $ 1,379,580 $ 1,277 350 $ 1,588,830 Fund Balance Detail: FB - Replac Res for Common Space $ 154,449 $ 179,283 $ 173,560 $ 200,606 $ 190,067 $ 216,790 $ 225,117 $ 78,277 $ 103,277 $ 103,277 FB - Unassigned (17,990) 61,246 211,985 344,008 168,015 671,290 878,595 1.301303 1,174,073 1,485,553 $ 136,459 $ 240,529 $ 385,545 $ 544,614 $ 358.082 $ 888 080 $ 1,103,712 $ 1,379,580 $ 1 277,350$ 1,588,830 Debt Service Payments 2012C GO Abatement Bonds (P +I) $ 1,216,506 $ 1,213,731 $ 1,211,481 $ 1,208,931 $ 1,215,981 $ 1,212,631 $ 1,213,931 $ 1,209,281 $ 1,213,000 $ 1,213,000 2019A GO Abatement Bonds (P+1) - 590,150 919,725 1109,775 1,106,900 1,107,650 1,107,650 $ 1.216,506 $ 1,213 731 $ 1,211,461 $ 1.208,931 $ 1,806 131 $ 2,032,356 $ 2 323,706 $ 2,316,181 $ 2,320,650 $ 2,320,650 Property Tax Levy 2012C GO Abatement Bonds $ 977,332 $ 974,418 $ 972,055 $ 969,378 $ 976,780 $ 973,263 $ 974,628 $ 969,745 $ 973,650 $ 973,650 2019A GO Abatement Bonds - - - - 1,001,090 976,966 1,014,065 1,028,782 1,028,783 1,028,783 Community Center Operations - - 155,000 155,000 155,000 155,000 155,000 $ 977,332 $ 974,418 $ 972,055 $ 969 378 $ 1,977 870 $ 2,105.229 $ 2,143,693 $ 2,153,527 $ 2,157,433 $ 2,157 433 AND: VER COMMUNITY CENTER NOV - DEC, 2024 Nov 5 — Election Nov 5 — FLEX Hockey, MN Mite Tournament Nov 10 — MN Premiere Volleyball Tryouts Nov 19 — AHS Girls Hockey vs Edina Nov 21 — AHS Boys Hockey vs Rogers Nov 23 — AHS Girls Hockey vs Blaine Nov 28 — CLOSED Nov 30 — Tree Lighting Dec 6 — AHS Boys Hockey vs Moorhead Dec 7 — AHS Girls Hockey vs. Centennial Dec 7 — Carousel Craft Sale Dec 10 — AHS Boys Hockey vs. Elk River Dec 12 — AHS Boys Hockey vs. Benilde/SM Dec 13 — AHS Girls Hockey vs. Warroad Dec 14 — AHS Boys Hockey vs Wayzata Dec 14 — Sports Card & Collectables Show Dec 20 — AHS Girls Hockey vs. Hill -Murray Dec 25 — CLOSED Track check in is required, Monday—Friday, 6:30am-4:30pm. Numbers below reflect those checked in during these times. Jan — 2342 Feb — 1837 March — 1510 April — 1427 May — 960 June — 714 July — 689 Aug — 533 Sept — 424 Oct — 470 Nov — Dec — )OVE. 1 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: David D. Berkowitz, Interim City Administrator�3 FROM: Lee Brezinka, Finance Manager SUBJECT: Approve Funds Transfer and Budget Amendments — Capital Equipment Reserve Capital Projects Fund (CPF) DATE: November 19, 2024 INTRODUCTION At the October 22nd workshop, Council discussed transferring funds from the General Fund to the Capital Equipment Reserve CPF ($93,700) to help offset the debris removal costs due to August 2024 storm and budget amendments to the General Fund for additional staff time responding to the incident ($33,337). DISCUSSION This transfer will allocate $93,700 to the Capital Equipment Reserve CPF to provide a one-time transfer of funds for expenditures due to the removal of debris from the August 2024 storm. Also included are the budget amendments to the General Fund for additional staff time responding to the storm and the general cleanup thereafter. BUDGETIMPACT This transfer will help offset the costs that has occurred during the August 2024 storm. Budget amendments will also be made to the adopted budget of the General Fund making the transfer and for the additional staff time responding to the storm. ACTION REQUESTED The Andover City Council is requested to approve the aforementioned transfer and corresponding budget amendments. Respectfully submitted, Lee Brezinka 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.AN DOVE RM N. GOV TO: Mayor & City Councilmembers CC: Dave Berkowitz, Interim City Administrator FROM: Kameron Kytonen, Natural Resource Technician SUBJECT: Approve City Code Amendment — City Code 9-9: Residential Landscaping Requirements & Authorize Summary Publication — City of Andover (Applicant) — Engineering DATE: November 19, 2024 DISCUSSION At the October 22, 2024 City Council workshop, the Council discussed changes to City Code 9-9-3 as it relates to tree plantings. Originally the City Council received a presentation from a resident in regards to a Tree Preservation Ordinance. The original proposal presented included tree survey/inventories, and replacement plans. City Council provided input to city staff and the resident related to the proposal on two additional occasions. This input resulted in tonight's language below and attached, and is much more streamlined by requiring two additional trees to be planted in most situations. 9-9-3: TREES, TOPSOIL AND SEEDING OR SOD REQUIRED A. Trees: 2. Tree Planting Required: On all lots of record, for new construction it shall be the responsibility of the general contractor, builder or owner to plant a minimum of four (4) trees. In there yard a A minimum of two (2) tees of the four (4) required trees shall be located in the front yard, or one tree per fifty feet (50') of lot width, as measured at the front property line, whichever is greater. Up to a maximum of four (4) trees would be required in the front yard based upon this lot width calculation. Said trees shall be alive and disease free, planted per city tree planting specifications, at least one and three-fourths inches (1 '/o") in diameter and six feet (6') in height as measured from ground level after the trees are planted. Said trees shall be property planted between the months of April and October, and tree species and/or type shall be on the list determined by the city. If tree preservation and/or lot space/configuration considerations prevent adequate room for the four (4) required trees, the NRT or designee's discretion may allow for a reduction from the required four (4) trees. ACTION REQUESTED Approve City Code Amendment and Authorize Summary Publication. Respectfully submitted, ameron K on n, Natural Resources Technician Attachments City Council Workshop Meeting Minutes March 28, 2023 City Council Workshop Meeting Minutes August 27, 2024 City Council Workshop Meeting Minutes October 22, 2024 Proposed Ordinance 9-9 Amendment Proposed Summary Publication Andover City Council Workshop Meeting Minutes — March 28, 2023 Page 3 f go back in with a iminary plat submittal to include the new road, amend UD to include changes to lot sities, and make a new application for both of those. The eloper will plan to present the iminary plat and PUD to Council at the same time. Mr. B owitz asked when the additional geotechnical work will b one on 1701 Avenue. The dev per shared he will get plans into Council first, then whe e snow melts, they will do s e pourings and test pits. It will be done before going to Co il. DISCUSS GWINNTREE ORDINANCEIPRESER VA TION POLICY PROPOSAL :W Nature Preserve Commissioner Jonathan Gwinn drafted a proposal with some ideas for advocating developers to protect more trees. His proposal also outlined tree replacement and tree fund requirements for potential scenarios that meet a tree removal threshold. The City Council is requested to listen to and discuss Commissioner Gwinn' s proposal. Mr. Kytonen briefed the Council on Mr. Gwinn's proposal. Mr. Gwinn stated Andover's vision statement and went over the details of his proposal, sharing his key takeaways. He shared details of the tree requirements for the cities of Coon Rapids, Ramsey, and Maplewood, as examples of what it could look like for the City of Andover. Andover has a current minimum of 2-4 trees per lot. In his proposal he would up it from 3-5. He would also propose 12 trees per acre to be required to be replanted. Buffer trees required in new developments would count toward the number of trees. For this proposal, if they do not accomplish requirements for tree numbers, they would need to pay $600 per tree. He shared some scenarios of what this could look like in existing and future developments. Existing and future developments discussed were Silvercrest and B and D Estates. He shared that the tree fund could be used to fund future natural resource restoration and preservation opportunities. Mayor Bukkila pointed out the presentation didn't cover trees that were unhealthy or had invasive species. Mr. Gwinn shared his proposal relates to trees over 6-8 inches. Mayor Bukkila indicated the dollar amounts are shocking, and she isn't sure about putting that on a developer. She stated if he is going to attach a fee to something there needs to be a purpose. She asked what the overall percentage goal is for tree coverage in the City. Councilmember Butler agreed with looking at the City as a whole in terms of tree coverage. He appreciated the detailed proposal. He liked the community value. Shared mayors' concerns about what seems like the punitive nature of it. He stated it seems focused on the developer, but asked if there would be a situation where a private homeowner wanted to clear some trees in their backyard, would they be subject to some fees. Mr. Gwinn shared he had mentioned something about minimizing people trying to bypass the requirements by cutting trees down before selling to a developer. Mayor Bukkila asked at what point he would do tree accounting on a property. For example, if Andover City Council Workshop Meeting Minutes —March 28, 2023 Page 4 she bought land and planted 20 trees, and the next owner took down 5. She asked how you account for the transition of a property. Councilmember Butler agreed that is a concern. He noted there might be other ways to look at it that wouldn't limit homeowners, like if they want to add a shed and need to cut down some trees. Councilmember Butler stated in general it would be well received by the community to hold developers more accountable for quality and quantity of tree coverage they put in to replace what trees need to come down when putting in new homes. He believes there is a good direction and goal with the proposal, the details just aren't right yet. Mayor Bukkila agreed this is brainstorming, not a finished product. She encouraged Mr. Gwinn to keep working on his proposal, but take feedback. She cautioned him to think about government being allowed a free pass for government and infrastructure but put an onus on anybody else in stakeholder realm. When you do that, it causes some pause. Mr. Gwinn asked about the 911 Call Center being put in. He would also support that the requirements should be on government buildings as well. Mayor Bukkila brought up the other cities allowing exceptions for adding sidewalks. Private vs. public owners shouldn't have to be held to the higher standards. Councilmember Nelson thanked Mr. Gwinn for the work he put into his proposal. It seems to be in a developer's best interest to keep as many native plants and trees as possible. Councilmember Barthel agreed with everything that had been said and added two minor things. Overall he loves the concept and the City should put something in showing they are concerned about trees. He would bring the fee down dramatically. He would have a different allowance for residential than he would for commercial. Mayor Bukkila shared Mr. Gwinn is bringing a valid concern to the forefront and the research is good, and it's a good foundation for a potential strategic plan or policy development. Mr. Kytonen shared they knew the $600 per tree could be a shock, they could lower the fee. Mayor Bukkila shared that no matter what the fee is, there needs to be a reason behind the fee. It must be fair and reasonable, and you need to have an overall goal for what the fee is for. Mr. Gwinn asked if it would be more reasonable per inch. Mayor Bukkila stated that no, you need to look at the overall tree canopy goal for what you want Andover to look like, then walk it back and see how you want to get there. Councilmember Engelhardt shared he agrees and would like to see a more of an incentive -based structure with rules and guidelines for meeting incentives. He has the same issue as the Mayor. Many trees on his lot are aging out and need to be cut down. Homeowners need to pay a lot of money to get trees cut down safely. He'd like to see more involvement in the Arbor Day Program Andover City Council Workshop Meeting Minutes — March 28, 2023 Page 5 with more events and education about planting trees. RECESS AND RECO ENE Mayor Bukkila reclsed the meeting at 7:35 p.m. The meeting reconvened at X0 p.m. DISCUSS COiYMUNITYSURVEY The Counc' s requested to receive a presentation from staff about the mmunity Survey and to provide d' ction to staff on how to proceed. Mr. Dickinson shared a community survey has not /ds one since 2014. They want to make sure all are able to rticipate. There is a group that ommunityengagement using an online tool. He is 1 ing at what another city is doin a company named Polco. The survey will likely happjf in the fall. [ember Butler shared they should consider inc; lu ng things in the survey like an around protecting the City's trees. Councilmember Nelson asked how much thesurvey 11 cost. Mr. Dickinson shared it costs around $26,000. It was discussed that they would like to do a broa survey than the scientific report which only gets opinions from about 400 residents. 2024-2028 CIP DEVELOPMENT 2023 CIP PROGRESS REPORT The Council is requested to receive a br' presentation on the staff report and provide direction to staff on Council priorities for the 2 4-2028 CIP. Mr. Dickinson shared the City needs new equipment like a fire engine replace nt, snowplow, and trail machines for plowing trails. There is a lead time on things, so they ed to be ordered now to get them by 2024. He is seeking approval that the City can movejFrward with these purchases. Mayor Bukkila asked if it i till an option to split expensive purchases in two. Mr. Dickins shared that yes, they plan do that for these purchases. The supply chain for specialized pa is becoming more difficu They try to commonize parts, so they aren't in supply chain ' sues, keeping things as sta d as possible. The fire engine is a priority to get in line for soo Mayor Bukkila a ed if Mr. Dickinson is able to work within the budget given. Dickinson said yes but he ould also look at the bond put out for purchases this year. They ill work with what they hav . Counci ber Barthel asked how much he plans to put down for the pur ases. Mr. Dickinson shared V will likely put $450,000 into the fire engine chassis. and staff discussed roads, trails, and the new equiprgFnt as being priority for the Andover City Council Workshop Meeting Minutes —August 27, 2024 Page 3 fencing materials Councihnembe arthel asked if they have a different Code for pool fenci/isd sh said this is included in e Building Code. Mr. Jan/can d he is hearing that the Council is interested in allowing tencing. He noted swork on language that will allow this kind of fencing whiling others. Butler added the attachment of the hardware for these nes is also important. AE Berkowitz said they can bring this back to the next Workshop.40'eting with updated language. TREE PRESER VA TION POLICY PROPOSAL Natural Resources Technician Kytonen reviewed the staff report requesting the Nature Preserve Commissioner Jonathan Gwinn's proposal on tree preservation. He shared he and Mr. Gwinn have been working on this proposal since May of 2023. Mr. Gwinn reviewed his proposal with the Council. Mr. Kytonen gave the Council an example of what the new proposal would look like in an actual development, Oakview Acres. Mayor Bukkila stated this seems to be something that they could do per lot rather than per acre. Mr. Gwinn explained the overall requirement comes from how many trees were cut down and need to be replaced. Mr. Kytonen explained the Code currently requires at least two trees in the front yard of any newly constructed home and Mr. Gwinn is suggesting that they add one additional tree to the front yards. Mayor Bukkila said she is having trouble visualizing this for the Oakview Acres development as it is not a traditional development. Mr. Berkowitz stated this proposal would on average require a minimum of 6 trees per lot. Mayor Bukkila noted once driveways and decks have been placed on properties, there does not leave much additional space for trees. Mr. Kytonen explained in some of the newer developments, like Fields at Winslow Coves, buffer trees were required with the plat approval which also satisfies this requirement. Mayor Bukkila asked if this was a part of the Fields at Winslow Cove PUD. Mr. Janish said yes; however, the Code requires buffers in R-4 developments. Andover City Council Workshop Meeting Minutes —August 27, 2024 Page 4 Mr. Berkowitz stated that with Oakview Acres, the developer planted the minimum of two trees in the front yard. Mr. Kytonen shared he went out to this development and counted around 25 trees that have been planted in the backyards for these homes by the homeowners themselves. He stated the current proposal would require around 70 trees. Councilmember Butler said he likes the concept of this tree preservation policy; however, he thinks the implementation will be more difficult as every development is a lot different. Mayor Bukkila noted they need to come up with a ratio for this. Councilmember Butler added there have been studies that show that people are healthier when there are more trees in their neighborhood. Councilmember Nelson shared he likes this proposal and thinks it is coming at a very good time. He said when he drives through the community, there are so many dead trees that he sees. He noted this proposal would help bring back a certain percentage of the dead trees that have to be removed. Councilmember Butler asked who would be doing the inventory for this when new developments come to the City. He asked if the developers would have to hire a licensed arborist. Mr. Kytonen said the developer, or their engineer would be responsible for this. Mayor Bukkila asked if they are currently required to do this. Mr. Kytonen said no. Mayor Bukkila noted this would be an additional cost to the developer. Mr. Berkowitz asked about the average cost of a tree inventory. Mr. Kytonen said it would be around $4,000 to $5,000 depending on the overall size of the development. Councilmember Butler said if they are going to consider this, then they also have to think about the situations when someone is splitting their lot. He asked if they would require a planting plan for these developments that would address some of the diseased tree issues. Mr. Kytonen said staff will be doing regular planning reviews to address any issues. Mayor Bukkila noted the option of six trees per acre seems to be the closest to current requirements. Mr. Kytonen explained with this option, the maximum per acre would go down. Mayor Bukkila asked if there are three properties, each one third of an acre and they all have the required two front yard trees if those trees would fulfill the six trees per acre requirement. Mr. Kytonen said the front yard trees do not apply to this. Councilmember Butler stated this would incentivize developers to pursue low -impact Andover City Council Workshop Meeting Minutes —August 27, 2024 Page S development. Mayor Bukkila said she does not see an application of this that she can visualize for the variety of developments they have in the City. Mr. Kytonen explained if the developers know the requirements up front, they could then adjust their development type. Mayor Bukkila gave an example of a development where the developer was struggling to even get the homes to fit on the lots. Mr. Kytonen asked if they had to remove a lot of trees with this development. Mayor Bukkila said she does not remember specifically; however, she does remember that they were concerned with the fire hazard of having the homes so close together. Mr. Kytonen said if trees are preserved and not removed, then the developer does not need to worry about replanting. Mayor Bukkila said she does not think that is fair or consistent. Councilmember Butler noted they will occasionally push back on developers for proposing something that is too dense. He explained if the developers want more density, they will have to pay into the tree fund if they are not able to replace all of the trees they are removing. Councilmember Nelson stated this is almost like park dedication fees Mr. Kytonen added in the rural reserve, landscaping requirements will come into play Mr. Berkowitz asked if there is a way to simplify this and say that the Council gets to determine how many trees are to be planted through the PUD review. Councilmember Barthel said he likes this plan; however, he does not want the requirement to be per lot. He suggested requiring a certain number of trees per acre to be replaced and include the required front yard trees in this number. He stated he would not want the developers to have to send extra money on an arborist to do a tree inventory. Mayor Bukkila asked why they would not want to put trees where there currently are not any. She said if there is a development that does not have any trees to begin with, she would like to see a tree canopy put into place. Mr. Kytonen noted there will be landscaping requirements in PUDs. Mr. Berkowitz asked if the Council would support charging a fee for every required tree that the developer does not plant per acre. Councilmember Barthel said yes. Andover City Council Workshop Meeting Minutes —August 27, 2024 Page 6 Councilmember Butler said it seems as though the Council is supportive of this idea; however, they are getting caught up on the implementation of the plan. He added he thinks they need to look at this on a per acre basis rather than a per lot basis. He shared his appreciation for Mr. Kytonen and Mr. Gwinn working on this plan and bringing it back to the Council. Mr. Berkowitz asked if they should go by gross acres for the entire development. Mayor Bukkila said she does not think it is fair to require trees in areas where driveways, decks, or easements may be and thinks they need to consider the development as a whole. Councilmember Barthel shared he likes the idea of putting this in the hands of the developer for them to decide where to put the trees in the entire development, and if they decide not to plant all of the required trees, then they would pay into the tree fund. Mr. Berkowitz asked how they would handle the tree replacement in the rural areas. Mr. Dickinson asked if they are worried about tree replacement in the rural areas. Mayor Bukkila said she thinks it needs to be considered. Mr. Berkowitz asked if they would require this plan to be followed for lot splits. Mayor Bukkila said yes. Councilmember Butler said no. Councilmember Barthel suggested they could have something in the policy that if someone splits their lot and only cuts down a small fraction of their total trees then they do not need to replace those. Mr. Janish said they could have limitations if they go through the platting process with a lot split. Mayor Bukkila said she would like to see examples of developments in the City that currently have the type of tree coverage that this plan would create. Councilmember Butler said he would like to maintain the requirement of two trees in every front yard and have a total minimum for the whole development per acre. He noted the two in the front yard would be included in the total number. Councilmember Engelhardt asked if the canopy coverage includes deciduous trees and evergreens or if it is more decorative trees. Mr. Kytonen said it would be total canopy coverage with shade trees and mature evergreens. Councilmember Engelhardt asked about continuing work for development where trees are removed. He asked if the property owners would have to replace these trees. Mr. Kytonen said this plan has to do with the development and anything removed after the fact would not be required to be replaced. Council consensus was reached to direct staff to work on strategies and ideas for how they would implement this plan for different developments and to bring back different versions of this plan Andover City Council Workshop Meeting Minutes —August 27, 2024 Page 7 with a different number of trees per acre required. They requested examples of what this plan could look like in multiple different developments in the City.` DISCUSS POTb TIAL DEVELOPMENT - VERBAL Mr. Janish r iewed the staff report on a potential developrtnt of the unaddressed property on Ward Lakeprive NW. He shared the updated proposal whij& includes 15 lots. Mayor ukkila asked why they cannot go to 13 lots for is development. Mr. Dickinson shared the d eloper is saying it is due to costs. Zeas nish explained as they reduce the lots, havin a roadway access and a cul-de-sac for two is not cost -beneficial. He added this would so be more work for street maintenance. Councilmember Barthel asked what the average ft size would be for this development. Mr. Janish said it would be around 2.2 acres. Councilmember Barthel said he would be ppier with this proposal if they took out one home and made it 14, which would bring it close to the two -and -a -half acre lot requirement. Mayor Bukkila said she does not s:/e is. Council consensus was reached torward with the 15 lot proposal. Mr. Janish reviewed the staff rep in regard to the Silvercrest development. He shared the D came out and did their invento looking for rare species and none were found on the site. e added they are working on ge ng their plan together to submit back to the City. He share the developer would like to go ck to the PUD resolution and amend the section concern' g the "cooperation" for the roun bout at Bluebird Street. He noted what has been nego/tal. at this point is a contribution of to $750,000 for the roundabout, not to exceed 50% of thost to be paidat the time of th evelopment agreement either as cash or part of a letter of Councilmember Barfl asked about the estimated cost of the roundabout. Mr. ckinson said it will be between $1 JbO,000 and $2,000,000. Councilmember utler said this amendment gives them certainty that thevelopment will give significant co ibutions to the roundabout, and he believes this is the rig thing for them to do at this time. Mr. Ber itz added all of the internal streets for this development ill be private streets and the City wX not have snowplow or maintenance responsibility for thgfe internal streets. consensus was reached to direct staff to share witb�Ehe developer that the Council is to this amendment. Andover City Council Workshop Meeting Minutes — October 22, 2024 Page 5 Mayor Bukkila sha her concerns about bicycles and pedestrians cr ing safely in this area. Mr. Berkowitz n d there are slip lanes for bicyclists. He said bic es are able to ride on the shoulders the aneuver through the roundabout on slip lanes e added it is in the city's transportatio Ian to have a trail all the way up Th Avenue. Mayor 'la asked about what the crossing looks like i is area. Mr. Berkowitz showed on the pr urinary design map where the crosswalks would designated in purple. cilmember Nelson noted there would not be He asked if there would be any signage forj RRFB's. Mr. Berkowitz said he is not sure Oly trails connected to this roundabout as of >tential pedestrian or bicycle crossing such as or not there would be signs at this stage. Mayor Bukkila stated she does not;nB's ers will know that there are potential pedestrian or bicycle crossings. Mr. Berkowitz explained conduits are cheap, and they can put them in now. Councilmember Nelson asked ' the County would be paying for this. Mayor/toow d the City will have to foot the 11 for anything the County does not have in the Councilmember Barthel oted if someone is driving north on Th Avenue, they n to get around the ro bout; however, he is nervous about going southbound s it does not look like would really have to slow down. Mr. Berkowitz statedde that concern to t County. Mr. Janish ed what the speed limit would be through the r/Ith r. Berkowitz said the speed li 'for all roundabouts is 20 miles an hour. Co/110onsensus was reached to direct staff to move forwroposed roundabout lah the County with future RRFB conduits, no spereatments and grade oulevard for future trail. TREE ORDINANCEIPOLICY PROPOSAL Natural Resources Technician Kytonen reviewed the staff report in regard to the tree ordinance. Mayor Bukkila asked if the intent was to have all four of the trees in the front yards. Mr. Kytonen said they are just required to be on the property. Mayor Bukkila explained this sentence reads to her like all four are required to be in the front yard. She requested this to be clarified in the policy. She suggested they remove the word `maximum' for clarity as well. Mr. Kytonen explained the City only requires four trees but the property owner can plant more if they choose. Andover City Council Workshop Meeting Minutes — October 22, 2024 Page 6 Mr. Kytonen shared typically builders will only be planting what the City requires while the homeowners may choose to plant more. Mayor Bukkila asked if the intent of this is to only focus on the front yards. Mr. Kytonen said this is for anywhere on the property. Mayor Bukkila said this needs to be clearer. Mr. Berkowitz stated they can clarify this language in the code. Councilmember Barthel shared on his property, none of the woods behind his home was cleared when the home was built. He said he would not be able to fit four new trees on his property. Mayor Bukkila shared they forced this builder to have a 20 -foot buffer. Mayor Bukkila said there were existing trees on this property, so no new trees were needed. Mr. Kytonen shared they had previously discussed a tree fund for the properties that did not have the room to plant all of the required trees; however, they have chosen to move away with this for simplicity purposes. Councilmember Barthel shared there are homes in his neighborhood where four trees will not fit on the property. Mr. Kytonen asked if a tree fund could be a solution to this. Mayor Bukkila said no. Mr. Berkowitz explained they could leave this up to the discretion of Mr. Kytonen if someone is on a wooded lot. Councilmember Barthel stated he would not want the developers to have to pay money into a tree fund because they did not tear down trees just to put up new ones. He added he loves the concept of requiring four trees on each property. Mr. Berkowitz explained what drives these sites to be graded and have the trees removed is the elevations. He noted to make a project work with stormwater runoff, they have to grade all of these properties which makes it difficult to preserve trees. I\ Council consensus was reached to direct staff to make the discussed changes to the tree policy to be brought forward to the Council for approval at a later date. DISCUSS PO ENTIAL ELDORADO STRINWRIG-OF-WAYVACATION Mr. Ber itz reviewed the staff report tential right-of-way ease t on Eldora Street.M r Bukkila shared she has met with somthis area and they w e concerned t t this was going to go through to commer CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAIN AS FOLLOWS: AMENDMENTS TO CITY CODE TITLE 9: BUILDING REGULATIONS, CHAPTER 9: RESIDENTIAL LANDSCAPING REQUIREMENTS CHAPTER 9 RESIDENTIAL LANDSCAPING REQUIREMENTS 9-9-3: TREES, TOPSOIL AND SEEDING OR SOD REQUIRED A. Trees: 2. Tree Planting Required: On all lots of record, for new construction it shall be the responsibility of the general contractor, builder or owner to plant a minimum of four (4) trees. in the front yin A minimum of two (2) trees of the four (4) required trees shall be located in the front yard, or one tree per fifty feet (50') of lot width, as measured at the front property line, whichever is greater. Up to a maximum of four (4) trees would be required in the front yard based upon this lot width calculation. Said trees shall be alive and disease free, planted per city tree planting specifications, at least one and three-fourths inches (I %") in diameter and six feet (6') in height as measured from ground level after the trees are planted. Said trees shall be property planted between the months of April and October, and tree species and/or type shall be on the list determined by the city. If tree preservation and/or lot space/configuration considerations prevent adequate room for the four (4) required trees, the NRT or designee's discretion may allow for a reduction from the required four (4) trees. All other Titles, Chapters, and Sections of the City Code shall remain as written and adopted by the Andover City Council. Adopted by the City Council of the City of Andover on this 19th day of November 2024. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. XX SUMMARY AN ORDINANCE ORDAINING AMENDMENTS TO CITY CODE TITLE 9: BUILDING REGULATIONS, CHAPTER 9: RESIDENTIAL LANDSCAPING REQUIREMENTS STATUTORY AUTHORIZATION AND POLICY Statutory Authorization This ordinance amendment is adopted pursuant to the authorization and policies contained in Minnesota Statute 412. Policy The purpose of the Ordinance is to protect the public health, safety, morals and welfare of residents of the City of Andover. The amendments address issues of requiring an additional trees to be planted for new construction. Identifies a maximum number of trees required to be planted, and allows for the Natural Resource Technician to allow for a reduction from the required trees to be planted. GENERAL PROVISIONS AND Jurisdiction The provisions of this ordinance shall apply to the City of Andover. Enforcement The City Administrator or his/her designee shall have the authority to enforce the provisions of this ordinance. Interpretation Interpretation of the provisions of this ordinance shall be held to be the minimum requirements and shall be liberally construed in the favor of the governing body. A printed copy of this ordinance is available for inspection by any person during regular hours of the City Clerk. Adopted by the City Council of the City of Andover on this 19th day of November 2024. ATTEST: CITY OF ANDOVER Michelle Harmer, City Clerk Sheri Bukkila, Mayor AC I T Y 0 F NLbD 60 WE A 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Dave Berkowitz, Interim City Administrator FROM: Michelle Hartner, City Clerk SUBJECT: Approve Extension of Liquor License/Beef O'Brady's DATE: November 19, 2024 INTRODUCTION Bradley Dethmers, Beef O'Brady's, 15190 Bluebird Street NW, Suite 114 has submitted a request for an extension of his liquor license to include Suite 112 (formally Tuff Karate) which he has acquired. DISCUSSION Mr. Dethmers has submitted a request for an extension of his liquor license to include Suite 112 (formally Tuff Karate) which he has acquired and will be turning the space into Beef O'Brady's Arcade. Attached are Mr. Dethmers request and drawings of the current layout and proposed layout of the business. ACTION REQUIRED The City Council is requested to approve an extension to Beef O'Brady's liquor license to include the acquired Suite 112. Respectfully submitted, Michelle Hartner City Clerk CC: Bradley Dethmers (email) Attach: Request Drawings Andover City Council, I'm writing you today to share the proposed Beef O Brady's Arcade that would go into the old Tuff's Karate space. We are currently working with Betson Entertainment for our video games selection. This is the company that supplies all of the Dave and Busters in the United States. I'm requesting the opportunity to have the ability to have alcohol beverages in the addition. There will be no seating, just a spot for the community to meet and enjoy themselves with old school and high-end videogames. I've included the current layout along with the proposed addition of the vacant spot next door. We have no doubt that this will be a welcomed opportunity in the Andover community. As always, if you have any additional thoughts or needs, please let me know. I look forward to hearing back your team. Sincerely, Bradley Dethmers Beef 0 Brady's, Andover Owner / Operator Current Beef O Brady's / Old Tuff Karate Spaces I I 90*0% M =I= M Old Tuff Karate Space No Seating Just Arcade Games Proposed Beef O Brady's / Old Tuff Karate Spaces M A T T Greeter/ Wait Area MM M MM M Beef O Brody's Arcade No Seating Just Arcade Games 1685 CRO TO: CC: FROM: SUBJECT: DATE: 4 IL VNL6 Y O F OVE _ BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Mayor and Councilmembers David Berkowitz, Interim City Administrator Commander Paul Lenzmeier - Anoka County Sheriff s Office Anoka County Sheriff s Office Monthly Report - Sheriff November 19, 2024 5-5100 INTRODUCTION Commander Paul Lenzmeier from the Anoka County Sheriffs 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 Problem Type Summary 2:24 PM 11/06/2024 Data Source: Data Warehouse Agency: LAW ENFORCEMENT Division: Andover Law Day Range: Date From 10/1/2024 To 10/31/2024 Exclusion: • Calls canceled before first unit assigned Va Broad Ala Select a format v Export ^.« Count 1 -2 -Urgent Li -Emergency L7 -Lowest Priority 1 -5 -Non Priority 1 -6 -Phone Call LO -Highest Priority 1.3 -Priority 1 -4 -Report I orinriru nperrinrinn 0 Su 1 SI 2 Pror d I 4 I 5 LS -Non Priority � Med I 7 Med Breathing d N Lift As O a F Smo F Gas Odor Broad Ala Select a format v Export ^.« Count 1 -2 -Urgent Li -Emergency L7 -Lowest Priority 1 -5 -Non Priority 1 -6 -Phone Call LO -Highest Priority 1.3 -Priority 1 -4 -Report I orinriru nperrinrinn 0 LO -Highest Priority 1 Ll -Emergency 2 L2 -Urgent 3 U -Priority 4 1.4 -Report 5 LS -Non Priority 6 1 -6 -Phone Call 7 L7 -Lowest Priority Problem Type O 911 Abandon Abuse AbuseP AlarmB Priority 1 2 3 4 5 6 7 Total AlarmCO AlarmCOill AlarmF Alarm Fsmoke Alarm Holdup AlarmV AlarmWF Animal AnimalResc Arson Assault AssaultP Boat Assist Bomb Bombe Broadcast Burg BurgP Civil Civi1P CSC Debris Deer Disorderly Dom DomP Drugs DUI Dumping Escort ExPat 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 -----000 MA MASS Med - Med Abdominal Pain 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 Info Med OB Med Priority Med Seizure Med Stab-Gunshot Med Stroke Med Uncon Medex Misc Misco Noise NoTag Ord Other Park PD Person PI POR Property PW REPO-TOW RJ RoadClosure Robbery RobberyP Shots Slumper Stolen Prop Suicide SuicideP Susp SuspP Theft TheftP Threat ThreatP Traf Tres UNK Unsecure Vand VandP VehTheft VehTheftP Weapon Weather Welfare WelfareP WT ���so©moo Total 24 1 3.32. 1 71 1 145 1 73 1 416 1 320 1 98 1 1279 Go Back Close PATROL DIVISION CITY OF ANDOVER - JANUARY- OCTOBER 2024 OFFENSE I JAN I FEBI MARI APR I MAY I JUN I JUL I AUG I SEP I OCT I NOV I DEC Call for Service 1,049 887 950 1,044 1,240 1,201 1,220 1,143 1,212 1,279 Burglaries 1 2 2 1 0 2 7 3 18 24 22 3 1 8 Thefts 22 17 15 20 23 24 23 Crim Sex 4 1 0 1 0 0 2 0 1 3 2 Assault 2 6 4 6 144 6 4 1 4 3 5 Dam Property 3 5 3 9 11 14 8 5 7 7 424 Harr Comm 1 3 0 0 0 0 0 1 0 0 PI Accidents 5 5 4 3 11 12 12 9 11 13 PD Accidents 31 42 29 38 47 33 28 34 29 49 Medical 165 113 147 123 146 139 139 129 138 148 Animal Comp 34 47 61 57 95 78 51 53 57 69 Alarms 33 35 51 27 43 35 49 47 42 44 Felony Arrests 1 2 3 4 6 8 5 3 2 9 4 GM Arrests 4 5 4 6 9 7 10 6 8 9 Drug Arrests Misd Arrests 1 10 24 12 25 27 20 27 8 20 34 3 DUI Arrests 1 1 3 1 7 3 1 6 1 5 9 6 1 11 1 12 Drug Arrests 0 0 3 2 1 1 0 2 1 2 Domestic Arrest 3 6 1 4 6 3 2 1 1 2 Warrant Arrest 2 2 6 5 4 4 4 5 6 6 Traffic Stops 280 265 294 290 334 392 456 410 424 492 Traffic Arrests 81 76 83 1 92 94 1 95 147 1 97 1 122 1 127 DUI Offenses: YTD I YTD 11,225 1 11,154 17 12 208 195 12 11 48 40 72 32 5 1 85 80 360 378 1,387 1338 602 549 406 373 46 55 68 68 207 161 63 70 12 23 29 28 44 78 3,637 2959 1,014 608 Day of Week: Sunday Monday Tuesday Wednesday Thursday Friday Saturday 3:29 AM 10:57 PM 11:19 PM 2:31 AM 2:19 AM 5:03 AM Time: 2:02 AM 9:31 PM 12:45 AM 9:53 PM 7:05 PM 12:31 AM City of Andover Calls for Service 20000 11,225 TFITST-- 10000 I 1,2791,212 0 Current Last YTD YTD Month Month 2024 2023 Patrol Division Monthly Report Page 11 CITY OF ANDOVER BURGLARIES 20 100 la 50 171 I IttI �16� 621 17 �16� 0 x}21 Iz31 1141 1 28 12 1301 YTD YTD 2024 2023 2022 2021 2020 2019 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 ASSAULTS 60 40 20 48 i40I 26 26 25 31 1 0 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 DUI ARRESTS 80 60 40 20 163) 170 44 551 1341 68 0 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 DOMESTIC ARRESTS 60 40 2 1291 1281 1271 31 36 53 0 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 TRAFFIC ARRESTS 1500 kk �7 qI IB7JI 7I� 500 1000 jo_� f01181�0191j0� YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 rLHK IV UH IL - UL I V6LK LU17-LUL4 THEFTS 400 2000 1 0 J Y1951 29� 6 L59 YTD YTDI YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 DAMAGE TO PROPERTY 100 50 U72 32 60 78 80 J81 0 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 DRUG ARRESTS 100 50 I IttI 621 0 x}21 Iz31 1141 1 28 I81� JJJJJJIIIIII YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 WARRANT ARRESTS 100 500 1441 78 51 �71� 54 63 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 TRAFFIC STOPS a10003000 I6 2000 1000P ,405 �67[ �88� 7,66� 0 J61 1,95 YTD YTD YTD YTD YTD YTD 2024 2023 2022 2021 2020 2019 Patrol Division Monthly Report Page 12 PATROL DIVISION CITY OF ANDOVER CSO'S ACTIVITY- JANUARY -OCTOBER 2024 OFFENSE JAN FEB MAR I APR I MAY I JUN I JUL AUG I SEP OCT I NOV I DEC YTD 2024 YTD 2023 Call for Service 114 98 118 124 3 3 1 14 7 13 2 1 0 157 9 191 164 235 242 179 1,622 1,624 Accident Assist 5 15 13 15 22 16 102 108 Vehicle Lock Out 19 17 15 15 16 14 8 138 146 Extra Patrol 7 3 0 0 10 4 3 30 76 House Check 0 0 0 0 0 0 0 0 0 0 0 0 Business Check 0 0 25 0 32 0 0 0 0 0 0 0 0 0 Animal Complaints 16 32 48 45 34 47 48 43 370 302 Traffic Assist 1 2 0 1 1 1 0 0 5 0 11 5 Aids: Agency 0 2 4 2 8 1 11 10 6 12 56 15 Aids: Public 63 49 68 67 68 108 86 135 139 97 880 946 Paper Service 0 0 0 0 0 0 0 0 0 0 0 0 Inspections 0 0 0 0 0 0 0 0 0 0 0 0 Ordinance Viol 3 1 1 3 8 1 3 6 5 2 4 0 1 1 35 38 Patrol Division Monthly Report Faye 13 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: CC: FROM: SUBJECT: DATE: Mayor & Councilmembers David Berkowitz, Interim City Administrator Joe Janish, Community Development Director Aidan Breen, Associate City Planner Consider Time Extension Request for Variance for 2274 1641 Ave NW — Planning November 19, 2024 INTRODUCTION Extension of 12 -months for variance for access drive to the proposed single family home site on the property at 2274 161 Avenue Northwest. The driveway will pass roughly 350 feet through the property to the buildable area, much of which is through wetland. City Code 12-4-2 (B) requires driveways over 300 feet to be 20 feet in width to better accommodate emergency vehicles. The variance permitted an access drive width of 12 feet through the wetland area to minimize environmental impacts. On December 5, 2023, the City Council approved resolutions R097-23, which approved a variance to reduce the minimum 20 -foot -wide access drive width to 12 feet for the property at 2274 164' Ave NW. The resolutions include the standard condition that the Variance is subject to a time limit for implementation within twelve months after approval which comes from City Code 12-15-17D. The applicant has indicated that the variance was required to get permission from County and Watershed District authorities, and they are in the process of finalizing their plans for floodplain mitigation, delaying their driveway construction until late 2024 or 2025. ACTION REQUESTED The City Council is requested to consider approval of a twelve-month time extension for a variance reducing the required access drive width from 20 feet to 12 feet in wetland areas for the property at 2274 164' Ave NW. Respec11 Aidan Breen Associate City Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Location Map Applicant's Materials: Exhibit A: 20 -Foot Drive with 4:1 Slopes Exhibit B: 12 -Foot Drive with 3:1 Slopes Exhibit C: Vegetative Buffers Exhibit D: Survey Previously Approved Resolutions: R097-23 CC: Shawn Mars, Applicant (via email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION APPROVING THE TIME EXTENSION REQUEST FOR A VARIANCE FOR THE PROPERTY LOCATED 2274 164TH AVENUE NW; PID# 15-32-24-22-0015 LEGALLY DESCRIBED AS FOLLOWS: THE NW '/a OF NW '/a OF SEC 15 TWP 32 RGE 24, EX S 16.5 FT THEREOF, ALSO EX PRT PLATTED AS KIMBERLY OAKS, EX RD, SUBJ TO EASE OF REC WHEREAS, the original variance was granted through resolution R097-23; and WHEREAS, the property owner has requested approval of an additional 12 -month extension of the time requirement with an expiration date of 5 December 2024 to allow them to continue working on moving forward on this project within the next year; and WHEREAS, the City Council finds that the granting of a 12 -month time extension would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover; and WHEREAS, all original conditions found in CITY OF ANDOVER RES. NO R097-23, with the exception of the revised expiration date for the variance, shall remain in effect; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby finds that there are reasons to support granting an additional 12 -month extension to the time allowed to complete the requirements of the Variance for 2274 164th Ave NW. Adopted by the City Council of the City of Andover on this 19`h day of November 2024. ATTEST CITY OF ANDOVER Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO A RESOLUTION DENYING THE TIME EXTENSION REQUEST FOR A VARIANCE FOR THE PROPERTY LOCATED 2274 164TH AVENUE NW; PID# 15-32-24-22-0015 LEGALLY DESCRIBED AS FOLLOWS: THE NW '/ OF NW '/< OF SEC 15 TWP 32 RGE 24, EX S 16.5 FT THEREOF, ALSO EX PRT PLATTED AS KIMBERLY OAKS, EX RD, SUBJ TO EASE OF REC WHEREAS, the original variance approval was granted through resolution R097-23 on December 5, 2023; and WHEREAS, the property owner has requested approval of an additional 12 -month extension of the time requirement to allow them to continue working on moving forward on these projects within the next year; and WHEREAS, the City Council finds that the granting of a twelve-month time extension would have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the proposed time extension for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 19'h day of November, 2024. ATTEST CITY OF ANDOVER Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor 164TH AVE NW 20-FT DRIVE W/ 4:1 SLOPES -� ANDOVER, MN GRAPHIC SCALE 0 25 50 \WET8tT✓ ` 1 INCH = 50 FEET (8.5' z 11') JUNE 22, 2023 W E T L A N D �EII.VO.VEA . ,Mrx v. (sm .wm) e�y a (ree un�o�r .rm,�Wllx�veml ZCW AE -wEr- DENOTES DELINEATED WETLAND \ DENOTES WETLAND FILL PW TOTAL WETLAND FILL=6,306SF = 0.1448 AC I!> WET /-WET -8Fi\� \ vrapmy I Drlw I I �13M 12 -FT DRIVE W/ 3:1 SLOPES EXHIBIT :TH 2274 164TH AVE NW yl AVE 12 -FT DRIVE Wl 3:1 SLOPES MA' ANDOVERIAN GRAPHIC SCALE 0 25 50 \MET MET j 7 INCH = 50 FEET JUNE 22, 2023 W E r L A N D Upland w� wm °e..nw _ mn Iwwey Passing Area ZOxE AE A it o' DENOTES DELINEATED WETLAND DENOTES WETLAND FILL TOTAL WETLAND FILL = 3,750 SF = 0.0861 AC :so VEGETATIVE BUFFER EXHIBIT 2274 164TH AVE NW 12' and 20' OVERLAY with BUFFER ANDOVER,MN W E T L A N D QA OM1OW[O`9� -WE7- DENOTES DELINEATED WETLAND DENOTES WETLAND FILL 20' 4:1� DENOTES WETLAND FILL 12' 3:1 l DENOTES ADDITIO VEGETATIVE BUFFERt 12'VEGETATIVE BUFFER IPACT 220 LF 20' VEGETATIVE BUFFER IMPACT 4151.1 DIFFERENCE 195 LF GRAPHIC SCALE 0 25 50 1 INCH - 50 FEET J83*. :1'I UNE ?2 ?n? MS CERTIFICATE OF SURVEY EEREKR -for- SHADE TREE CONSTRUCTION, LLC -of- 2274164TH STREET N.W. "'" ofN016 f�AOf"Mtln 'mimes avuvviinouru ANDOVER, room vaswvv vuvAmv. a mrrzs rwcl0an exx MN 56304 xaroa rorom oaxmp iJEVAttaI. m vwcrts leuwwa r[oa„et a / OPOm dptlCN pf plApA4E ® pp1016 MLL 10 .14 �� � 8 ,1 rNi GI°$E a a b,5[G (WB 01 NOIFD) -NORTH le •� CIt�PlIIC SCALE s BENCHMARK t- ww sadm vb eJ6 �'- - ;�.v.__ _�. }`rte aiuda mn u[viMn-eavx (xAweol A A • a F+c re. r• Cp xJON J• mw ¢:• Mr Y: OxCp �`•. iuf ".4 a S,E: C S 5a e�a 0.'�.-. Fic' a rN P �'K _ _ - ruu wm .M tryYlrµxY Cx w° n+e w..,r °, lo/m/r u.gx.Al woo x wao - Ilnsa mol v.l a i"e a.a°rn aaln a IM u••a°m Owu a us = oe 'ri1'" a”^p rora.el. vPp. �Aea n. i+r a1 w°wp ra °°a m ma na ecwx wuxwll �Wurol aNn a 9nIM , rn 14 A. Mance a.. 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(0611801-0200 Pn (0611801-0IOI .M+.n wln+aroxre IaM. as xea,a s CITY OF ANDOVER ) COUNTY OF ANOI A ) ss STATE OF MINNESOTA ) I, the undersigned, being the duly qualified and acting Deputy City Clerk of the City of Andover, Minnesota, do hereby certify that I have carefully compared the attached Resolution Number R097-23 with the original record thereof preserved in my office and have found the same to be a true and correct transcript of the whole thereof. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand this 20' day of December 2023. CITY OF ANDOVER (Seal) MiclIelle Hartner — Deputy City Clerk CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R097-23 A RESOLUTION APPROVING A VARIANCE FOR THE PROPERTY LOCATED AT 2274 1641 AVENUE NW; PID# 15-32-24-22-0015 LEGALLY DESCRIBED AS FOLLOWS: THE NW '/ OF NW '/ OF SEC 15 TWP 32 RGE 24, EX S 16.5 FT THEREOF, ALSO EX PRT PLATTED AS KIMBERLY OAKS, EX RD, SUBJ TO EASE OF REC WHEREAS, Shawn and Stephanie Mars are the owners of a parcel of land located at 2274164th Avenue NW, Andover, Minnesota with Parcel ID Number 15-32-24-22-0015; and, WHEREAS, Shawn and Stephanie Mars have applied to the City for a variance to the access drive width requirement; and, WHEREAS, the proposal would vary from City Code 12-4-2: Lot Provisions in that it would decrease the access drive width from 20 feet to 12 feet, and provide a n upland passing area section that is 20 -feet -wide, as shown on Exhibit C; and, WHEREAS, the Andover Review Committee has reviewed the variance request; and, WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission held a public hearing on November 14, 2023; WHEREAS, the Planning and Zoning Commission recommends to the City Council approval 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 approves the variance request to reduce the access drive width from 20 feet to 12 feet, and provide a 20 -foot -wide upland passing area, as shown on Exhibit C; 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. The property owner proposes to use the property in a reasonable manner not permitted by an official control. The applicant seeks to use the property for a single-family residential use which is consistent with the way the property is currently guided. A 20 -foot -wide access drive would be required for principal structures located 300 feet or more from the roadway. However, the construction of that 20 -foot -wide access drive would have more wetland impacts than a standard I2 foot access drive. The property owner has proposed an upland passing area in a section that is not wetland and accommodates the wider access drive width. 2. The plight of the landowner is due to circumstances unique to their property not created by the landowner. The front 350 plus feet of the property has wetland separating the area for the home from the street, making it unique from other properties, in that a long driveway through the wetland area would be required to access the upland area of the parcel. 3. The variance, if granted, will not alter the essential character of the locality. The surrounding properties are single-family residential uses, consistent with the . proposed use of the subject property, The City Code would currently allow an access drive of 20 feet wide or more to be built to reach the proposed home, The proposed variance would decrease the amount of wetland that would be impacted by constructing the narrower access drive. 4. Economic considerations alone do not constitute practical difficulties. The practical difficulties are due to the wetlands across the front of the property that require the long access drive, as well as the wetland regulatory agency requirements that the landowner minimize impacts on those wetlands. 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. The applicant shall provide a 20 -foot -wide section of access drive on both the "upland passing area" and on the upland area near the house. 3. The applicant shall provide the city with drainage and utility easements of 10 -feet along all property lines and over areas below the100-year high-water level. 4. Park / Trail dedication fees may be required at the time of the Building Permit. 5. Applicant will still need to provide lot buildability information at the time of building permit, including geotechnical report, soil boring, septic, and similar information. 6. Access drive/driveway shall be consistent with Exhibit C, including wider `Upland Passing Area' portion of the access drive. 7. 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 5«' day of December 2023. CITY OF ANDOVER Michelle Hartner, City Cleric CITY OF ANDOVER A L66, Y (D 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor & Councilmembers CC: David Berkowitz, Interim City Administrator FROM: Joe Janish, Community Development Director SUBJECT: Consider Conditional Use Permit (CUP)/Planned Unit Development (PUD) Review — Hartman Meadows (formerly known as Meadows East) - SW Wold Construction Inc. - Planning DATE: November 19, 2024 INTRODUCTION The Planning and Zoning Commission was asked to review a Conditional Use Permit (CUP)/Planned Unit Development (PUD) for Hartmans Meadows (formerly known as Meadows East) on November, 12, 2024. The proposal contains 15 rural residential lots. The request is by SW Wold Construction Inc. The PUD narrative submitted by the developer is attached for your review. The applicant previously provided a Sketch Plan which was reviewed by the City of Andover Park and Recreation Commission on July 18, 2024 and the PUD request on November 7, 2024; Planning and Zoning Commission on July 23, 2024; and City Council on August 8, 2-024. Meeting minutes are attached for your review. Based on that feedback the applicant is now proposing a development of 15 units over 33.7 acres. Purpose of PUD? The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could otherwise be achieved through strict application of this code. According to City Code 13-3 Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD Narrative, the applicant addresses the design qualities they believe the city seeks when granting for a PUD proposal as identified in City Code 13-3-11. City Code 13-3-9 states the following required findings to consider when approving a PUD: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities. Goal: Reduce maintenance and energy costs for public facilities and infrastructure. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. Transportation Goals, Objectives and Policies Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The low -impact qualities of this development will lead to a desirable and unified environment. The applicant is proposing lot sizes of 2.5+ acres on the North, East, and South edges of the development. The development is proposed to have 1.5 acres lots in the "middle ". The development provides for a density transition from higher density to the west to lower density to the north, south and east. The density of 15 lots over 33.7 acres is .44 or 2.25 acres per unit. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Our proposal is requesting flexibility from lot size and lot width standards in the R -I District and from minimum ROW width. The requested flexibilities contribute to achieving the purpose of a PUD, specifically: • The lot size change contributes to achieving a higher quality PUD development because the smaller lots are placed in the center of the development. • The lot width change contributes to achieving a higher quality PUD development because it permits the smaller lots to be within the development. • The ROW width change contributes to achieving a higher quality PUD development because it allows for a rural street section that minimizes tree removals at the existing temporary cul de sac at Sycamore St NW and allows for wider drainage and utility easements that can be used as ditches for stormwater management. The narrower width of the roadway will also reduce roadway runoff into the storm system as it is a smaller surface. The use of ditches will also reduce the number of trees removed because we will not need traditional ponding to achieve stormwater requirements. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The development will incorporate high-end design elements and a variety of lot sizes that creates a transition between R-4 zoning (west) and R-1 zoning (North, South, East). This project follows and ensures the establishment of appropriate transitions between differing land uses as intended in the Zoning Ordinance & Comprehensive Plan. The transition and variety of lot sizes also allows for the remaining developable vacant land within the city to be used in an efficient way. Andover has a finite amount of land that remains to be developed and a LID style of development allows for us to be good stewards of the land. A LID will provide conservation of nature and sustainable development with the overall design to manage and protect the land in ways that benefit the environment and future generations. This development will ensure and maintain a development pattern. The flexibilities will create a more efficient design to allow the preservation of natural features of the property and ensure economic viability & general welfare of the City. Street Improvements As part of the PUD request, the applicant is asking for flexibility with street construction standards. The city standards and PUD proposal are as follows: Right of Way width Rural Street Pavement width City Standard PUD Proposal 60 feet 31 feet 50 feet 28 feet Rural Street 31 feet 31 feet Pavement width including Curb (no ditches) Figure l- Aerial photo Right of Way Width: City staff supports the proposal for a 50 -foot right of way. This still allows enough space for snow and storm water storage. There will be additional dedicated drainage and utility easements outside the right of way. This proposal is consistent with what has been conducted in the Petersen Farms development. This would provide a 20 foot front yard drainage and utility easement. Rural Street Pavement Width: Staff supports the proposed 28 -foot pavement width and 18 -inch ribbon curb on each side of the road. This allows for parking on both sides. The applicant is proposing a 31 foot width which includes 18 inches of ribbon curbing on each side. The 18 inches of concrete ribbon curbing on each side of the street will maximize the protection of the edge of paved surface from the wear and tear of vehicle parking and snow removal. Since storm water will be treated within the ditch area, the ribbon curb will allow the flow of water into the ditches yet support the edging of the paved area. Lot Standards Lot standards in the RI — Single Family Rural district require 2.5 acre lots with a 300 foot lot width at the front yard setback. The PUD proposes lot sizes ranging from 1.52 — 2.56 acres and widths ranging from 120 —336 feet. 19 Lot size/Gross Density Lot Width Lot Depth 2.5 acres / 33.7 acres CITY CODE REQUIREMENTS 2.5 acres/0.4 units per acre 300 feet 150 feet 13.48 PUD PROPOSAL 1.5 — 2.56 acres/.44 units per acre 130 — 336 feet 150 feet 15 proposed Each lot will exceed the minimum requirement of 8,600 square feet of buildable area. The standard R-1 requirement allows for 3,600 square feet for a home location and 5,000 square foot locations for septic systems. Utilities Each of the lots will be served by individual septic systems and wells. DISCUSSION This section will review some of the site characteristics and processes for the proposed development shown on the sketch plan. For this project to move forward, additional actions would need to occur including: • Preliminary Plat (Public Hearing). • Final Plat (City Council Action). • Building permits (Administrative). GENERAL Conformance with Local and Regional Plans and Ordinances 1. The entire 33.7 -acre site (11-32-24-41-0003) is located outside of the Metropolitan Urban Service Area (MUSA) boundary. 2. The property is guided in the 2018 Comprehensive Plan as Rural Residential, a designation that calls for densities of 0.0 to 0.4 units per acre. The proposed 15 -lot development would have a density of 0.44 units per acre. 3. The proposed development includes deviations from City Codes that are proposed to be addressed through the PUD process. Figure 2 - Zoning and FLU Maps SITE CHARACTERISTICS Access The proposed sketch plan shows two access points; one at the south end of the development on Sycamore Street, and the other at the northeastern portion of the development accessing Ward Lake Drive. The proposed access points are identified as red circles on the following map. Twc homes would have access to Ward Lake Drive NW by new driveways. Future development to the north (not proposed) would provide another possible connection point which is also shown as a red circle (dashed lines), Figure 3 - Access r 0 Block Length With the proposed vacation of 167`n Avenue NW the block length will be longer than 1,320 feet. Originally the intent was for 167`x' Avenue NW to cross the rail tracks to the west. However, as part of Country Oaks North it was determined that this access would not occur. While the vacation of the ROW would occur as part of the Final Plat process, the vacation would extend the block length. Zoning and Lot Size The subject property is zoned R-1 Single Family Rural and there is not a request to change the zoning of the property. City Code requirements for the R -I zoning district include a minimum lot size of 2.5 acres and minimum lot width of 300 feet measured at the front yard setback line. The applicant is proposing to have a range of lot sizes, some of which would deviate from the R-1 standards with both lot size, and lot width. 3.5+ Acres s 5._ • 1.5+ Acres .. a .. f s� 2.5+ Acres Figure 4 - Lo[ Size Utilities Each of the lots will be served by private well and septic systems. The sketch includes septic drain field locations for each lot (green rectangles). The City Code requires two drain field locations with a combined area totaling 5,000 square feet per lot, which the applicant has represented in the plan. Figure 5 - Ufilities/Seplic Tree Preservation Plan There are a significant number of trees at the southeasterly portion of the site. The developer is proposing to preserve 50 feet as a wooded buffer (see approximate area in red on the map below) within a conservation easement. The trees will provide a buffer between the development and the existing residence to the south. As part of the PUD process, the applicant is required to submit a tree protection plan showing trees to be preserved. This will be required during the preliminary plat process. Figure 6 - Tree Presenation (apps.) Wetlands/Floodplain The 2013 National Wetlands Inventory (NWI 2013) does not indicate wetlands on the property. A Wetland Delineator also has indicated wetlands are not onsite. Each lot is expected to have the majority of it upland with the exception of ponding and infiltration requirements. INTERAGENCY COORDINATION 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, Lower Rum River Watershed Management Organization, Minnesota Pollution Control Agency, 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. Lower Rum River Watershed Management Organization (LRRWMO) Once the overall layout of the sketch has been agreed upon and direction provided, the applicant will prepare a grading plan, hydrology calculations and a soils report that will be reviewed by the City, an engineering consultant and the LRRWMO. The LRRWMO will need to review the preliminary plat and the applicant will need to address any items. PROCESS Andover Review Committee The Andover Review Committee (ARC) conducted an initial review of the sketch plan and has submitted these comments to the applicant. Staff suggests the comments be reviewed as part of the sketch plan process. These comments have been attached for review by the Planning and Zoning Commissioners. Public Notice In accordance with the City Code, public hearing notice is published in the Anoka County Union Herald and mailed notice was provided to properties within 700 feet of the site located outside of the MUSA boundary, using GIS data provided by Anoka County. In addition, signs have been posted on Ward Lake Drive and at the north end of Sycamore Street to alert passersby of the proposed public hearing. The City's practice is more generous than Statute which only requires the published notice and mailed notice to properties within 350 feet. Park and Trail Dedication — (Park and Recreation Commission) The Park and Recreation Commission reviewed the request on July 18, 2024 and suggested cash in lieu of parkland dedication. As this is a formal request for the PUD the Park and Recreation Commission reviewed the project on November 7, 2024 and recommended cash in lie of parkland dedication. The current Master Park Plan does not identify parkland in this area. PUD The applicant is requesting a Planned Unit Development (PUD) as part of this development. The applicant is requesting flexibility in the bulk area standards including size, dimension, and density. The following table depicts the proposed conceptual PUD standards: Proposed PUD Standards: *Red test indicates deviation from City Code PUD Review The following City Code standards for PUD Review that the proposed development would need to address at the Preliminary Plat / PUD review stage. Applicable Ordinances City Code 13-3-9 regulates the findings that are required for a PUD to be approved: 10 Proposed Conceptual P D Standards No. Item City Code Notes Standards: (R -I: Single PROPOSED Family Rural) Lot width is measured at the front 1) Lot Width (min.) 300' min. 130' setback line; sketch plan only shows frontage dimensions. 3) Lot Depth (min.) 150' min 200' Proposed exceeds minimum. 4) Lot Area (min.) 2.5 -acre min. 1.5 - 2.5 acres See PUD Plan The block will exceed 1,320 with the vacation of 167th Ave NW 5) Block Length (max.) 1,320' max. Exceeds ROW. However it does provide secondary access through Sycamore Street NW. 6) Temp Cul -de -Sac Length (max.) 500' >231' A temporary cul de sac is proposed for future connection to the North. 7) Front Yard Setback (min) 40' 40' g) Side Yard Setback — 40' 40' Adjacent to Local Street (min.) 9) Side Yard Setback - interior (min) 10' 10' 10) Rear Yard Setback (min) 50' 50' 12) Max Structure Height 35' 35' 13) Max Lot Coverage (structure) 20% 20% Will provide additional D&U 14) Right of Way (local rural city street) 60' 50' Easements in front yards/Sideyards of lots *Red test indicates deviation from City Code PUD Review The following City Code standards for PUD Review that the proposed development would need to address at the Preliminary Plat / PUD review stage. Applicable Ordinances City Code 13-3-9 regulates the findings that are required for a PUD to be approved: 10 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. City Code 13-3-11 identifies Desirable PUD Design Qualities that are sought in any PUD proposal as listed below. A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this Chapter. The development is proposed to be a low impact development with use of ribbon curb and ditching. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. The location to Ward Lake Drive will be designed to meet city requirements. The extension of Sycamore Street NW will provide a secondary access to Deerwood Estates. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. The applicant is proposing to add additional tree buffer from the railroad tracks. The applicant is proposing lots of 2.5 acres on the north, south and east side to blend into the rural development. D. Preserves existing stands of trees and/or significant trees. The applicant is proposing to preserve a 50 foot conservation easement along the southern edge of the property in order to preserve trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. The applicant is proposing to add additional trees greater than City Code requirements. The proposed tree variates proposed are acceptable to the City of Andover. F. Preserves significant usable space on individual lots or through the provision of open space within the development. The minimum lots size is 1.5 acres. The property does not have wetlands according to the Nation Wetland Inventory and the Wetland specialist that reviewed the property. The majority of the proposed lot areas will be upland. 11 G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. The applicant is proposing several trees in the front yards of the properties. The road has will be designed in a manner to take advantage of the existing topography. H. The proposed structures within the development demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. The HOA will be responsible for approving design considerations prior to construction of each new home. Minimum houses sizes will be 1, 600 square feet for ramblers and 2, 000 square feet for two -stores, with a minimum garage size of 720 square feet. Roof pitches will be 7:12 or greater. Exteriors will be finished with maintenance free siding and minimum of 150 square feet of stone or rock on the front. I. The lasing quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. Exteriors of homes will be finished with maintenance free siding and minimum of 150 square feet of stone or rock on the front. Homeowners Association will review designs of new homes. HOA will be responsible for development sign. NEXT STEPS If City Council approves the CUP/PUD Plan the applicant is expected to continue with applications for Preliminary Plat, and Final Plat. PLANNING COMMISSION REVIEW The Planning and Zoning Commission conducted a Public Hearing on November 12, 2024. Comments received as part of Public Hearing (email also attached): • Stay to 2.5 acre minimum as laid out in comprehensive plan and area. • Other developments are occurring why more roofs here. • Need walking or bike paths, Ward Lake Drive is dangerous. • No Parks or playgrounds, would like to see that considered here. • Nice to see reduction in lots, but like to stay firm with 13 lots maximum. • 2030 Ward Lake Drive reconstruction is too far out, need improvements sooner, probably one of the worst roads in Andover. • Lot sizes are getting back to what they should be (2.5 acres). • Received no notification and should have because the roadway is extending should have let them know. • No reason to increase density in area, it attracted them here. • 1.5 acre plots too small for septic system. • No reason besides doing whatever the developer wants, leave area untouched, nothing smaller than 2.5 acre lots. • Why this is presented with 15 homes, City Council said 13 homes. Planning and Zoning should reject based on Council direction. 12 • PUD is o.k. but 13 homes. • Believed it was pretty clear last time community sentiment on the 2.5 acre lots, like to see the 2.5 acre applied. Maintain the rural area. • Concerns for safety of kids and people walking and biking. • Question development acreage. • Cul de sac has temporary cul de sac sign, development was coming in future, but would like to see it 2.5 acre lots. Applicant Comments/Responses: • Density discussion, GIS acreage vs. deeded acreage (fee title). • Would like to see consistency between developments. • Actual survey has not yet been completed but could verify acreage at time of Preliminary Plat. • Believes additional homes will generate additional tax revenue to assist with more road projects. • Estimated home price $750,000+. • LID allows less roadway, reduce stormwater run-off, preserve more trees due to PUD flexibilities. Planning and Zoning Commission member comments: • When will Ward Lake Drive be redone? • Questioned differences in acreage and number of lots allowed. • Is acreage consistent methodology between developments? • Lot width says 300 feet, generally measured from setback, proposed 130 feet, is that from street or setback? • Question on 50 foot right-of-way, can you elaborate? • Ward Lake Road, can you identify jurisdiction, is it City or County? • What has city seen as recent developments related to lots? • Read Purpose of PUD and how does this development meet this? How would this proposal match up to a "standard" development? • Harder to justify parks in low density housing developments. City would receive cash in lieu of land. Park and Recreation Commission makes recommendation to City Council vs. Planning and Zoning Commission. • Concerns Ward Lake Drive, the road is not in good shape. Only has Ward Lake Drive as access to development. The road has to be addressed. • PUD allows for preservation of natural items. • When left to City Code standards, developer can remove all trees, and have cookie cutter design. • Don't think we should support cookie cutter design. Ward Lake Drive NW During the Public Hearing Planning and Zoning Commissioners questioned the date of 2030 for work to be done on Ward Lake Drive NW. Staff followed up with the City Parks and Streets Operations Manager and received the following explanation on how/why Ward Lake Drive NW is scheduled for 2030: 13 All city streets are evaluated annually and are given a rating using the PASER scale. This is a standardized rating system to evaluate and rate pavement conditions. This scale is 1- 10, 1 being the worst, 10 being a new street. We then break these into 3 categories for the 205 miles of city streets. Each year streets are then evaluated by staff and the CII' for street projects are revised depending on this rating, changing conditions, budgets. 1-3. (17% of the city streets) These are the immediate needs of major work. Typically, full reconstruction or full depth reclamation. 2024 showed 34.75 miles of streets in this range. 4-5. (23% of the city streets) These are streets that need to be addressed in the near future. Some will meet the criteria to do a mill and overlay, some will need to wait for reconstruction and will be patched until that time. 2024 showed 47 miles 6+. These are streets that are in good to new condition. The lower end of this scale might see some mill and overlay projects to extend the life of the streets before reconstruction is needed. The south section of Ward Lake Drive has been rated a 4 the last four years inspections. Structurally the road is still in good condition. No block or alligator cracking which is a sign of structural failure typically seen it late stages before replacement. This is what you see on roads rated 1-3. This street does have transverse and cracking that is starting to spread into early-stage block cracking. This street is a long way from experiencing extensive block and alligator cracking. This will typically take another 5-8 years in most situations. Much of what you see on Ward Lake Drive is known as wear -course striping. This is a failure in the asphalt just below the surface that causes the top 1" to 1-1/2" of the surface to peel off. This creates large but shallow potholes that are a nuisance but not typically a safety or damage causing concern. We do see some deeper potholes further north by the intersection of Ward Lake Dr and 170`h Ln. Because of this, Ward Lake Dr is not at the top of the list for replacement but is identified currently as a 2030 full reconstruction. Street Department staff will continue to patch this street until then and it will be evaluated each year as conditions change. Staff did traffic counts on Ward Lake Dr in 2024 in two locations, south and north of the proposed development. Just north of Crosstown Blvd — 265 AADT Just south of 1701h Ln — 121 AADT ACTION REQUESTED The City Council is requested to consider the recommendation of the Planning and Zoning Commission of Denial (5 -ayes, 2 -nays). Attachments 1) Draft Resolution of Approval 2) Draft Resolution of Denial 3) Location Map 4) Comprehensive Plan Goals 5) Applicants responses to City Questions dated October 2, 2024 6) Public Comments Received 7) City Council Meeting Minutes from Sketch dated August 7, 2024 14 8) Planning and Zoning Commission Meeting Minutes from Sketch dated July 23, 2024 9) Park and Recreation Commission Meeting Minutes from Sketch dated July 18, 2024 10) PUD Narrative 11) PUD Plan Community Development Director CC: Scott Wold, SW Wold Construction Inc., (email) Craig Wensmann, Bogert -Pederson and Associates (email) 15 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY SW WOLD CONSTRUCTION, INC, AS SHOWN AS HARTMANS MEADOWS (FORMERLY KNOWN AS MEADOWS EAST) PLAN DATED 11/8/2024, LEGALLY DESCRIBED AS: THAT PRT OF NE `/a OF SE '/a OF SEC 11 TWP 32 RGE 24 LYG ELY OF W R/W LINE OF BN R/R, EX RD SUBJ TO EASE OF REC WHEREAS, SW WOLD CONSTRUCTION, INC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for HARTMANS MEADOWS, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code and would have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area; and, WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and, WHEREAS, the Planning and Zoning Commission recommends to the City Council the denial of the Conditional Use Permit / Planned Unit Development request; and, WHEREAS, the City Council of Andover received the recommendation of the Planning Conunission, and has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation; and, WHEREAS, the City Council of Andover has considered the recommendation of the Planning and Zoning Commission and disagrees with their recommendation; and, WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as rural and the applicant is proposing a rural development. Land Use Goals, Objectives and Policies Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities. Policies: Allow rural development outside of the MUSA Boundary consistent with the Rural Residential Land Use Designation. 16 Policies: Require existing conditions information to be provided during the development review process to allow evaluation of opportunities to preserve and protect natural features and open space. Goal S: Encourage appropriate economic growth and redevelopment Objective: Develop a diversified tax base through balanced development of commercial, light industrial, and residential properties Goal: Reduce maintenance and energy costs for public facilities and infrastructure Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents Goal: Remain responsive to housing market demands through implementation of the Land Use Plan Objective: Utilize local controls to provide opportunities for a variety of housing types, including affordable housing Goal: Minimize impacts of the transportation system on the natural environment Objective: Ensure environmentally sensitive implementation of the transportation system through the planning, design and construction of improvements Goal 2: Promote, protect, preserve and enhance the City's natural resources and open space for the enjoyment of residents, protection of water and air quality and the preservation of wildlife habitat Objective: Consider development ofpassive, nature related recreation or conservancy areas on site found to be suitable for these purposes Policies: Work collaboratively with property owners in the preservation of open space Policies: Recognize preservation of nature preserves and open space as a benefit in Planned Unit Developments 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder. Access will be provided from Sycamore Street IVW and Ward Lake Drive. Access will be stubbed to the north for future urban development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. The reduction in lot width and size allows for the preservation of existing trees located on the property. The smaller lots located in the center creates a transition to urban development density. The larger lots on the outer edges of the proposed development create the transition to the neral 17 development. This transition occurs within the proposed development and does not rely on other properties. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways, and providing a secondary access to Deerwood Estates. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Pemrit/ Planned Unit Development for Hartmans Meadows at the above legally described property with the following conditions: 1. Applicant shall obtain approval of Preliminary Plat, which is consistent with PUD proposal as reviewed by City Council on November 19, 2024. 2. Upon approval action by Andover City Council of the Hartmans Meadows Preliminary Plat, it shall be incorporated into the PUD. 3. The following deviations shall be permitted from the R-1 zoning district and subdivision regulations with the PUD: a. Lot width reduction to 130 feet vs 300 feet. b. Lot area shall be a minimum of 1.5 acres vs. 2.5 acres if consistent with PUD proposal as reviewed by City Council on November 19, 2024 c. Right of way shall be allowed as 50 feet, provided applicant provides additional drainage and utility easements adjacent to roadways. d. Roadway will be 28 feet paved, with 18 inch ribbon curb on each side. e. Applicant shall be able to exceed the maximum block length of 1320 feet if consistent with PUD proposal as reviewed by City Council on November 19, 2024. 4. The applicant shall construct homes that meet the requirements established by the Andover City Code and with varying architectural styles. 5. The applicant shall establish a Homeowners Association to handle common elements of the development. 6. Applicant shall lead the vacation of excess ROW to the south of proposed project as offered by applicant. 7. If applicant does not receive preliminary plat approval within 1 year of the date of this resolution the CUP/PUD shall become null and void, unless an extension is requested and approved by Andover City Council prior to expiration date. Adopted by the City Council of the City of Andover on this day of 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk IF, Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION Derwin¢ THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY SW WOLD CONSTRUCTION, INC, AS SHOWN AS HARTMANS MEADOWS (FORMERLY KNOWN AS MEADOWS EAST) PLAN DATED 11/8/2024, LEGALLY DESCRIBED AS: THAT PRT OF NE % OF SE V4 OF SEC 11 TWP 32 RGE 24 LYG ELY OF W R/W LINE OF BN R/R, EX RD SUBJ TO EASE OF REC WHEREAS, SW WOLD CONSTRUCTION, INC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for HARTMANS MEADOWS, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code and would have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Cormnission has reviewed the request and has determined that said request does not meet the criteria of City Code and 13-3-9; as the proposed PUD is/is not in conflict with the goals of the Comprehensive Plan for the City; the proposed development is/is not designed in such a manner as to form a desirable and unified environment within its own boundaries; and the proposed development does/does not demonstrate how each modified or waived requirement contributes to achieving the purpose of a PUD; the PUD is/is not of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the denial of the Conditional Use Permit request, and; WHEREAS, the City Council of Andover received the recommendation of the Planning Commission, and has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby deny the Conditional Use Permit on the above legally described property for a Planned Unit Development for Meadows East due to the following findings: 1. 2. 3 Adopted by the City Council of the City of Andover on this _ day of , 2024. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk 19 Sheri Bukkila, Mayor �{d �� Site Location —16xxx Ward Lake Dr. NW (Parcel ID: 11-32-24-41-0003) I U4 w— Ail {!. �'¢� 166 iH'AYE NV/� 1 It :r' r r �[e crenee ocmter 19,30.a .Jn.a.�a. .. ,,r/roams rm reerema!mnmacvronIXs nUm(:ertm Hx rmmof fAY pbm. 20 CITY OF M— 2018 Comprehensive Plan Update 1-3 Goals, Objectives and Policies The following pages describe the goals of the community and the strategies that are employed to achieve them. The goals, objectives and policies are structured according to the topic that they address. However, it is important to remember that these statements are interrelated. As a result, the cause and effect for each topic must be considered when decisions concerning the Comprehensive Plan are made. For the purposes of this plan these terms are defined as follows: Goal: A statement that expresses a desired outcome or state of affairs. Objective: A statement that provides direction on how the goal will be achieved Policy: A specific action that will be taken or a general rule that will be applied to a specific situation Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Objective: Efficiently provide basic services to improve all aspects of the city that contribute to quality of life including land use, public safety, transportation, recreation, health, education, and resource preservation Policy: Prepare, implement, periodically evaluate and update local controls such as: • Comprehensive Plan • City Code • Capital Improvement Plan • Water Resource Management Plan • Stormwater Pollution Prevention Program • Parks and Open Space Plan Objective: Preserve the rural character of the community Policies: • Preserve the Rural Residential Planning Area Designation Identified by the Metropolitan Council 2040 Regional Development Framework • Plan the efficient expansion of municipal sewer and water through implementation of the Land Use Plan Preserve natural areas through implementation of the Parks and Open Space Plan CI m- 2018 Comprehensive Plan Update 1 - 4 Goal 2: Maintain a high degree of community planning and involvement Objective: Ensure an open and accessible local government that is responsive to the needs of residents Policies: • Provide access to information in a variety of forms including the newsletter, official newspaper, web site and televised meetings • Maintain healthy relationships with residents, businesses, community groups, school districts, and government agencies to ensure all points of view are represented • Promote participation in citizen advisory committees • Consider all available information and the potential impacts on all aspects of the community when making land use decisions • Maintain a mix of land uses, including schools, professional and medical office, retail, community and park facilities to provide a vital node of activity in the vicinity of City Hall, as well as along major corridors • Encourage resident involvement through the public hearing process and utilize a variety of public hearing notification methods including direct mailing, publication in the official newspaper and signs placed on subject properties Goal 3: Maintain the Comprehensive Plan as a relevant official document Objective: Consider Comprehensive Plan amendments that better achieve the goals, objectives and policies of the Comprehensive Plan Policies: • Adhere to the goals, objectives and policies of this Comprehensive Plan to prevent incremental decision making that adversely affects the intent of the plan • Review Comprehensive Plan text amendments with the following criteria: o A public need for the proposed amendment can be identified o The proposed amendment is the best way to satisfy that need o The amendment is consistent with the goals, objectives and policies of the Comprehensive Plan Cxobl ri 2018 Comprehensive Plan Update 1 - 5 o The amendment is in the best interest of the City of Andover as determined by the City Council Review Comprehensive Plan amendments concerning a proposed land use change with the following criteria: o Conditions have changed since the present land use designation was established such to warrant the proposed amendment or the present land use designation is in error o The proposed land use is compatible with surrounding land uses and with the goals, objectives and policies of the Comprehensive Plan o There is capacity of public systems, facilities and services to serve the proposed land use and capacity of these systems to serve other planned land uses is not adversely affected o Agreement can be reached for the applicant of the proposed land use to pay for any increased capacity of public systems, facilities and services required to serve the proposed land use o Potential impacts by the proposed land use on natural resources including vegetation, wetlands, floodplain and other natural features can be avoided or sufficiently mitigated as determined by the City Council o To ensure a transition or buffer between urban and rural residential zoning districts Land Use Goals, Objectives and Policies Goal 4: Allow residential growth while maintaining the quality of natural resources and amenities Objective: Clearly define areas for urban and rural residential development Objective: Promote orderly growth to ensure efficient utilization and delivery of community services Objective: Prevent extension of infrastructure that is inconsistent with the Comprehensive Plan Objective: Work cooperatively with resource protection agencies and organizations to minimize the impact of development on natural resources and amenities Objective: Create opportunities for the city to preserve open space, nature preserves and natural amenities through review of development proposals and implementation of the Parks and Open Space Plan C I T Y OF NDOVE 2018 Comprehensive Plan Update 1-6 Policies: • Maintain a Municipal Urban Service Area (MUSA) Boundary to define the boundary between the Developing Community and Rural Residential planning area designations of the 2040 Regional Development Framework • Stage urban development within the MUSA Boundary to ensure orderly growth and cost-efficient expansion of infrastructure • Review and update the staging plan periodically to address changes in times and conditions • Prohibit platting of property without municipal sewer and water within the MUSA Boundary; except for properties that cannot be feasibly developed at an urban capacity. • Restrict lot splits without municipal sewer and water within the MUSA Boundary • Encourage infill development within the MUSA Boundary with, appropriate transitions to existing neighborhoods • Allow rural development outside of the MUSA Boundary consistent with the Rural Residential Land Use Designation • Require existing conditions information to be provided during the development review process to allow evaluation of opportunities to preserve and protect natural features and open space • Engage local watershed management organizations and other appropriate agencies and organizations in the review of development proposals Goal 5: Encourage appropriate economic growth and redevelopment Objective: Develop a diversified tax base through balanced development of commercial, light industrial, and residential properties Objective: Create cohesive vibrant retail hubs to serve the community by aggregating commercial land uses along Bunker Lake Boulevard Objective: Select strategic locations for neighborhood and community commercial sites and establish design performance standards for such uses that promote quality site design and compatible land use arrangements Objective: Prevent the intensification of neighborhood commercial areas that may negatively affect surrounding residential properties T Y O F ND011 ` 2018 Comprehensive Plan Update 1-7 Policies: • Maintain the existing commercial nodes along Hanson Boulevard, Bunker Lake Boulevard, Round Lake Boulevard, Crosstown Drive and 711 Avenue as cohesive, interrelated nodes of commercial activity • Prevent fragmented, uncoordinated and linear commercial development away from these locations • Provide limited opportunities for commercial development in other areas of the city only when demand is demonstrated with a professionally prepared market study • Ensure that new development and redevelopment has a positive impact on the community by providing appropriate transitions and demonstrating compliance with the City Code • Promote redevelopment of existing industrial zones to accommodate industrial development, enhance community appearance and tax base • Allow limited industrial development within Andover Station North when the use, site design, and building architecture are compatible with the existing and planned uses within this commercial center • Encourage continued investment in the Andover North regional shopping area Goal: Protect and develop access for alternative energy systems Objective: Preserve reasonable access to all parcels so that alternative forms of energy can be used to supplement or replace conventional forms of energy Policies: • Encourage and support educational programs and research that focuses on alternative or renewable energy systems such as offered by Metro Cities, University of Minnesota Extension Services, Minnesota Office of Environmental Assistance, Anoka County and other organizations • Encourage the possible use of solar energy in future housing developments Encourage future site and building plans to design for efficient use of solar energy including such elements as the location of windows, shade trees, and driveways Goal: Reduce maintenance and energy costs for public facilities and infrastructure l\Lt)Y L 2018 Comprehensive Plan Update 1 - 8 Objective: Where feasible, use low energy design elements for future public facilities and infrastructure development Policy: Explore alternative energy sources when replacing systems in public facilities Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents Goal: Remain responsive to housing market demands through implementation of the Land Use Plan Objective: Utilize the existing housing stock to provide a portion of the affordable housing demand projected by the Metropolitan Council Objective: Utilize local controls to provide opportunities for a variety of housing types, including affordable housing Objective: Continue to work with agencies that provide affordable housing and housing for residents with special needs Policies: • Work with property owners to identify sources of funding for home improvements to prevent deterioration of the city's older homes • Support Anoka County's efforts to implement the Five -Year Consolidated Plan Utilize the planned unit development review process for medium and high-density residential projects to encourage more efficient allocation of density and intensity of land use and get higher quality development while providing amenities not otherwise achievable with existing zoning classes. • Support public service agency applications for the Community Development Block Grant Program C I T Y D F NDOVE 2018 Comprehensive Plan Update 1 - 9 Transportation Goals, Objectives and Policies Goal: Provide a safe and efficient transportation system that is cost effective and serves the existing and future access and mobility needs of the City Objective: Ensure adequate internal and external transportation access and links for efficient movement of people and goods Objective: Provide a transportation system that enhances quality economic development within the City Objective: Provide a transportation system that meets the varied needs of Andover residents Objective: Consider the mobility needs of all persons in the planning and development of the transportation system Objective: Continue to support Anoka County Transportation Department applications for safety improvements of roadways Policies: • Provide for early and continuing citizen involvement in transportation planning and implementation of projects • Provide a roadway system within a functional hierarchy that accommodates existing and future travel demands by providing the necessary design features to satisfy the roadway's intended use • Provide sufficient roadway capacity through the construction of transportation system improvements that accommodate existing and future demand • Require construction of transportation system improvements in conjunction with new developments when the need is created by the new development • Require payment for future transportation improvements as apart of development approval proportionate to the demand created by new developments • Ensure that all components of the transportation system are maintained and developed to the highest standards to insure against detrimental impact upon community growth • Utilize the Capital Improvement Plan to schedule projects that increase public safety by minimizing hazards and correcting poorly designed intersections and access points NDMp p 2018 Comprehensive Plan Update 1-10 Goal: Provide a coordinated transportation system that is compatible with adjacent municipality, Anoka County, Metropolitan Council and State of Minnesota transportation plans Objective: Coordinate transportation planning and transportation system improvements with other government agencies to increase efficiencies Objective: Increase opportunities for funding of local transportation system improvements from federal, state and county funding sources Policies: Coordinate grant applications and other funding requests, when appropriate, with neighboring municipalities, as well as state, regional and county agencies Coordinate participation of Anoka County and adjacent cities, where appropriate, in the provision of Transportation Plan elements Goal: Provide multi -modal transportation options whenever and wherever feasible and advantageous Objective: Periodically evaluate potential ridership and feasibility of joining the Metropolitan Transit Taxing District to provide additional transit options for Andover residents Policies: • Identify locations for park and ride facilities and preserve the ability to implement these facilities in the future • Promote ridesharing and increased vehicle occupancies throughout the City Goal: Minimize impacts of the transportation system on the natural environment Objective: Ensure environmentally sensitive implementation of the transportation system through the planning, design and construction of improvements Objective: Consider the impacts of improvements to the existing transportation system on land use, environmental, social, historic, and cultural resources 1 b- 2018 Comprehensive Plan Update 1 - 11 Policies: • Adhere to best management practices and all components of the Implementation Plan during the planning, construction and maintenance of the transportation system • Separate non -motorized traffic from arterial and collector roadways • Encourage joint parking facilities to conserve land Goal: Enhance accessibility by providing an interconnected multi- use trail system Objective: Provide an accessible trail system that links residential neighborhoods, commercial developments, and park areas Objective: Utilize multiple funding sources to complete the regional and local trail systems Objective: Coordinate trail construction with street improvement projects, new development, expansion and redevelopment projects Policies: • Maintain a map of existing and future local and regional trails and coordinate trail planning, construction and maintenance in the Capital Improvement Plan • Fund regional trail system improvements adjacent to residential properties with trail fees collected from new residential developments • Require regional trail construction adjacent to commercial and industrial properties, where shown on the trails plan, in conjunction with development, expansion and redevelopment projects • Require local trail construction adjacent to residential, commercial and industrial properties, where shown on the trails plan, in conjunction with development, expansion and redevelopment projects • Develop trails in accordance with the American Association of State Highway Transportation Officials (AASHTO) standards • Coordinate trail and sidewalk improvements, where appropriate, with Anoka County and neighboring cities Ckb- 2018 Comprehensive Plan Update 1-12 Water Resources Goals, Objectives and Policies These goals, objectives and policies are included within the City of Andover Water Resource Management Plan and Water Supply Plan. These are separate documents that have been adopted as a component of the Comprehensive Plan. Parks and Open Space Goals, Objectives and Policies Goal 1: Provide parks and facilities that meet present park needs and plan for the future needs of the city Objectives: a. Maintain and upgrade current park facilities b. Evaluate existing conditions and future growth projections to determine the types of parks and facilities needed to complete the park system C. Provide more passive recreation opportunities d. Provide for a balance among active and passive recreation areas and activities e. Provide recreation facilities for all age groups and abilities within the city f. Design and maintain recreation areas with appropriate lighting, landscaping, parking, and shelter design g. Consider the Site Selection Criteria established in the Parks and Open Space Plan and the standards of the National Recreation and Park Association in the planning and design of the park system Policies: • Implement a maintenance schedule for the grounds and facilities within the current park system • Aggregate resources from local, state and federal sources to complete planned improvements as scheduled in the Capital Improvement Plan • Maintain and Update the Park Study as a guide for the number, size, type and location of parks and facilities needed to complete the park system to serve the needs of residents CITY OF NDt)W 2018 Comprehensive Plan Update 1-13 • Accept only lands suitable for park and recreation purposes as fulfillment of the parkland dedication requirements. • Utilize the Capital Improvement Plan to schedule replacement of existing park facilities and installation of new facilities • Utilize the Park and Recreation Commission to advise the Council on matters relating to parks, recreation and park facilities • Provide regulations and policies for park use and park dedication • Consider the adopted Guidelines for Field Usage by Youth Athletic Associations • Work cooperatively with other organizations and government agencies to enhance local and regional park systems Goal 2: Promote, protect, preserve and enhance the City's natural resources and open space for the enjoyment of residents, protection of water and air quality and the preservation of wildlife habitat Objective: Consider development of passive, nature -related recreation or conservancy areas on sites found to be suitable for these purposes Objective: Identify appropriate areas for preservation through analysis of natural features, the Site Selection Criteria established in the Parks and Open Space Plan and the Land Use Plan Objective: Plan for and provide connections with the park and trail systems in a manner that both preserves and allows public enjoyment of natural areas Objective: Seek to provide buffer areas adjacent to significant natural resources and parks Policies: • Work collaboratively with property owners in the preservation of open space Permanently protect open space with conservation easements, even when fee title acquisition and other methods are used • Prepare, implement and monitor the effectiveness of conservation plans that address the specific characteristics of the various types of natural areas • Utilize the Open Space Advisory Commission to advise the Council on matters concerning preservation of open space Response to September 27, 2024 Memorandum TO: Peter Hellegers, City Planner FROM: Michael Mordal-Huebsch, Bogart, Pederson & Associates DATE: October 2, 2024 RE: Review #1 — The Meadows East PUD: PUD for 15 -lot rural residential development at 16xxx Ward Lake Dr NW (PID: 11-32- 24-41-0003) Thank You for reviewing the Sketch Plan of the property on 16xxx Ward Lake Drive. BPA has reviewed the comments and we offer the following response to comments and recommendations that have been made in the review. Comments on the plan have been tabulated and responded to below. Enaineerino Department 1. Proposed minimum lot sizes do not comply with City Code for R-1 zoning. The City Council will need to approve proposed PUD standards to deviate from City Code requirements. a. BPA Response: Comment noted. The developer will get approval prior to full civil design. 2. The developer is responsible to obtain the necessary permits from the LRRWMO, DNR, MPCA or any other agency that is interested in the site. a. BPA Response: Comment noted. Permits will be acquired and needed organizations will be contacts for comments. 3. Stormwater design shall meet requirements of the City's Stormwater Management Plan and LRRWMO requirements. a. BPA Response: Comment noted. The site will limit the 2, 10, and 100 -year peak rates and provide treatment volume through the infiltration basins. 4. Concrete ribbon curb would be required along the roadway edges consistent with City Standard Detail 5188 for new rural residential roadways. a. BPA Response: This ribbon curb is now proposed. 5. Developer would be responsible for removing existing temporary cul de sac on Sycamore Street on south end of plat, making street connection, and restoring adjacent properties front yards and driveways to existing or better condition. a. BPA Response: This is now shown and more details, like grading, will be included in the full plans. 6. An 80' diameter temporary cul de sac would be required on the stub street on the north end of the plat. a. BPA Response: This temporary cul de sac is now shown. 7. Further discussion necessary regarding potential of the City vacating the existing right of way along the south plat boundary in the east / west direction. a. BPA Response: Comment noted. 8. When beginning the platting process, the plat, grading plan, and all other plans must utilize the Anoka County coordinate system and datum so the information can be transferred to the City's GIS mapping. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com a. BPA Response: Comment noted. 9. Additional comments pending further review. a. BPA Response: Comment noted. Fire Department 10. Both access points should be fully operable and a drive surface capable of supporting a 54,000 -pound fire engine should be in place prior to any house construction. a. BPA Response: Comment noted. The pavement section will be designed to handle this load. 11. Fire access shall be maintained throughout the construction period. a. BPA Response: Comment noted. Planning Department Planning Department comments from Review #1 are as follows: 12. The Conditional Use Permit for a PUD will be required to address the following items: City Code 13-3-9 regulates the findings that are required for a PUD to be approved: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan of the City. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. 3. The proposed development demonstrates how- each modified or waived requirement contributes to achieving the purpose of PUD. City Code 13-3-11 identifies Desirable PUD Design Qualities that are sought in any PUD proposal as listed below,- A- Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this Chapter - B. Pro -.ides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a tree line buffer between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees and provides additional tree plantmgs- E. The proposed structures within the development demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. BPA Response: Comment noted. Additional trees are provided for screening. 13. Preliminary and Final Plat process will also be required. a. BPA Response: Comment noted. 14. As plans continue forward, they will need to be submitted to the Lower Rum River Water Management Organization (LRRWMO). a. BPA Response: Comment noted, this will be provided with civil design for the stormwater management. 15. Identify and provide justification for all deviations to R-1 zoning district standards on plan set or within applicant letter. The deviations to City Code appear to be related to: a. minimum lot area (2.5 -acre min.), The development is utilizing Low Impact Development standards to minimize impact to natural elements and provide additional buffers to roadways and railroads. This parcel layout also provides a density transition from higher density to the west to lower density to the north, Bogart, Pederson & Assoc Phone: 7631262-8822 13076 First Street Fax:763-2624844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com south and east, with the overall density near R-1 standard if including railroad and Ward Lake Drive right of way. b. minimum lot width (300' min.), To minimize impact to natural elements and limit future maintenance burden on the City, street lengths and road frontage lengths were reduced, which lessened the road frontage/lot widths. c. block length — Block 1 (1,320' max length), The block length was adjusted to less than 1320 feet. The City Council will need to approve deviations from R-1 zoning district standards through a Planned Unit Development (PUD) agreement. BPA Response: Comment noted. 16. Address ROW at south end of site by Sycamore St NW. a. BPA Response: This land is planned to be given to the south property owners. 17. Additional comments pending further review a. BPA Response: Comment noted. If you have any questions I can be reached at (763) 262-8822. Thank you for providing review comments for this project. Sincerely, Bogart, Pederson & Associates, Inc. Michael Mordal-Huebsch, P.E. Bogart, Pederson & Assoc Phone: 763/2628822 13076 First Street Fax 763-2628844 Becker, MN 55308 Toll free: 888/2108301 www.bogart-pederson.com Regular Andover City Council Meeting Minutes —August 7, 2024 Page 2 CONSENT ITEMS Item 2 A/Ordinance Payment of Claims Item 3 AWatermain Services eement/13306 Gladiola St. NW Item 4 AJoint Powers Ag ent with City of Coon Rapids Item 5 Aid/24-32/Fiber O ics for City Utilities/Well #9 & LS #10 & #11 (See Resolution R068-24 Item 6 AFirst Ame ent to the Communication Site Lease Agreement with T -Mobile Central L20 Cro own Blvd. NW City Emergency Siren #9 Item 7 AGa ime Matching Playground Grant Application Item 8 Ae ' nation of James Dickinson - City Administrator Item 9 Aity Code AmendmenUTitle 3, Chapter 9 (See Ordinance 564) Item 10 Fee Ordinance (See Ordinance 564) Item 11e Use of ARPA Funds for Community Center Improvements by Nelson, Seconded by Butler, to approve of the Consent Agenda as read. Motion carried .% CONSIDER SKETCHPLANREVIEW- UNADDRESSED PROPERTY16XXY WARD LAKE DRIVE NW, PID# 11-32-24-41-0003 - SW WOLD CONSTRUCTION, INC. /n (APPLICANT) The City Council is requested to review a sketch plan for a single-family PUD residential development as proposed by SW Wold Construction, Inc. City Planner Hellegers reviewed the staff report in regard to the sketch plan review for the unaddressed property on Ward Lake Drive NW. He noted no formal action is required; they are just requesting that the Council provide the applicant feedback. Mayor Pro Tem Barthel asked how many acres are on this property and if they were to follow the R-1 standard, how many lots they could create. Mr. Hellegers shared the parcel is 33.7 acres and based on the lot area it would allow about 13 lots. Craig Wensmann, Bogart, Pederson, & Associates, came forward to represent the potential developers of this project. He briefly reviewed their ideas for this project and how they decided on this parcel. Councilmember Butler asked if the neighborhood to the south has all two and a half acre lots. Mr. Hellegers said yes and noted some of the lots are larger on the southern part of the sketch. Councilmember Barthel asked if there are any denser neighborhoods up Ward Lake Drive. Mr. Hellegers said no. Mayor Pro Tem Barthel asked for high level feedback from the Council concerning their general Regular Andover City Council Meeting Minutes —August 7, 2024 Page 3 ideas of this project. Councilmember Butler shared he appreciates what the developer is trying to do here. He explained as they have developments coming into town, one of the common complaints the Council hears is around the loss of trees and natural areas. He added he is generally receptive to the concept of PVDs; however, he thinks this one goes too far in creating more density than is appropriate for this area. He explained when they look at the neighborhood to the west of this one, it already has a transition. He said the transition that he thinks is more appropriate is south to north, rather than west to east. He noted he is not comfortable with the level of density proposed in this PUD; however, he is open to a PUD concept. Councilmember Nelson shared he also appreciates what the developer is trying to do with the low impact lots. He noted the neighborhoods who came to the Public Hearing for the Planning and Zoning Commission emphasized they would also like the two and a half acre lots. He said he would like to see fewer lots in the next plan. Councilmember Engelhardt shared he is in agreement with both Councilmember Butler and Nelson about the density. He noted he does not think this is a good transition and he would like to see the developer work more to get this in line with the PUD process. Mayor Pro Tem Barthel noted there has been a lot of discussion around the Country Oaks North development, which was approved before any of the current Councilmembers were on the Council. He explained when they look at the sketch for Country Oaks North, there are 12 lots that do not meet the rule around septic and sewer. He said these lots made sense; however, he would not consider them a transition. He added he would need to see a lot fewer lots to be good stewards of the land for this sketch. Scott Wold, SW Wold Construction, came forward and shared he did develop the Country Oaks North project and at the time it was a transition on the north end for different sized lots that they did as a PUD. He said he would love to do 29 lots on this parcel, but he has lowered that goal. He added there are few areas in the City that this project would fit on. He noted there are only around 400 rural lots left to be developed in the City if they are all kept at two and a half acres. The Council provided direction to the applicant that they are open to a PUD but with fewer lots CONSIDER CITY ODE AMENDMENTS - CITY CODE 11-2-6-B-2: SIDENTIAL LOTS LACKING MUNJUPAL SANITARY SEWER - CITY OFANO0VE (APPLICANT) The City C cil is requested to consider the recommendatio of the Planning & Zoning CommissigF and make a decision on the City Code AmendnjOht and summary ordinance for Development Director Janish reviewed the aff report concerning the City Code for residential lots lacking municipal sajfftary sewer. He shared the Planning & PLANNINGAND ZONING COMMISSIONMEETING — JULY 23, 2024 The Regular Bi -Monthly Meeting of the Andover Planning and Zoning called to order by Chairperson Godfrey on July 23, 2024, 7:00 p.m., at i Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. 1000 Commissioners present: Commissioners absent: Also present: Chairperson Karen Godfrey, Nick Loehlein, Chuck Nau Jr., and Ryan Winge. Peter PLEDGE OFALLEGIANCE APPROVAL OF June 11, 2024, Reg46 Meeting L was City inissioners Scott Hudson, Jon Shafto, Pat Shuman elopment Director Joe Janish, City Planner Planning Intern Abigail Turner City Planner UAegers noted on page 2 line 19 it should read: "Mr. Janish ... ". Motion,,K Loehlein, seconded by Shuman, to approve the minutes of the June 11, 2024, Re Meeting as presented. Motion carried on a 5 -ayes, 0 -nays, 2 -present (Shafto and WiTge), 0 -absent vote. PUBLIC HEARING. Sketch Plan Review — Unaddressed Property 16xxx Ward Lake Drive NW, PID#11-32-24-41-0003 — SW Wold Construction, Inc. (Applicant) City Planner Hellegers stated that the Planning Commission is asked to review a sketch plan for a single-family PUD residential development by SW Wold Construction Inc. The staff report for the proposed Sketch Plan was provided for Commission consideration. The City received an application for a sketch plan showing a 21 -lot single-family rural residential on the site. The site is in the northeast quadrant of the community, approximately three quarters of a mile north of the intersection of 161 st Avenue NW and Crosstown Boulevard NW. The site is bordered by the railroad tracks on the west side of the site and Ward Lake Drive on the east side of the property. The Country Oaks North residential development is just west of the railroad tracks and the homes from that mixed 0 Regular Andover Planning and Zoning Commission Meeting Minutes — July 23, 2024 Page 2 urban/rural residential development back up to the development site. The site also abuts the Deerwood Estates rural residential development along the southerly side of the proposed development site. Mr. Hellegers reviewed conformance with local and regional plans and ordinances. The entire 33.7 -acre site (11-32-24-41-0003) is located outside of the Metropolitan Urban Service Area (MUSA) boundary. The property is guided in the 2018 Comprehensive Plan as Rural Residential, a designation that calls for densities of 0.0 to 0.4 units per acre. The proposed 21 -lot development would exceed that standard with a density of 0.6 units per acre. The proposed development includes deviations from City Codes that are proposed to be addressed through the PUD process. The site would have two access points; one at the south end of the development on Sycamore Street, and the other at the northeastern portion of the development accessing Ward Lake Drive. The proposed access points were identified on a map. Future development to the north (not proposed) would provide another possible connection point which also was shown on a map. The subject property is zoned R-1 Single Family Rural and there is not a request to change the zoning of the property. City Code requirements for the R-1 zoning district include a minimum lot size of 2.5 acres and minimum lot width of 300 feet measured at the front yard setback line. The applicant is proposing to have a range of lot sizes, some of which would deviate from the R -I standards with both lot size, lot width and depth. Comparable single-family lot widths for these reduced size rural lots can be found at the north end of the Country Oaks North development, located just west of the railroad tracks. Each of the lots will be served by private well and septic systems. The sketch shows septic drain field locations for each lot. The City Code requires two drain field locations with a combined area totaling 5,000 square feet per lot. There are a significant number of trees at the southeasterly portion of the site that the developer is proposing to preserve as a wooded buffer between the development and the existing residences to the south. As part of the PUD process, the applicant is required to submit a tree protection plan showing trees to be preserved. This will be required during the preliminary plat process. The 2013 National Wetlands Inventory (NWI 2013) does not indicate wetlands on the property. However, a wetland delineation will be required if the applicant continues to move forward. The developer is responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, Lower Rum River Watershed Management Organization, Minnesota Pollution Control Agency, 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. Regular Andover Planning and Zoning Commission Meeting Minutes —July 23, 2024 Page 3 Once the overall layout of the sketch has been agreed upon and direction provided, the applicant will prepare a grading plan, hydrology calculations and a soils report that will be reviewed by the City, an engineering consultant, and the Lower Rum River Watershed Management Organization. The LRRWMO will need to review the preliminary plat and the applicant will need to address any items. The Andover Review Committee (ARC) conducted an initial review of the sketch plan and has submitted their comments to the applicant. Staff suggests the comments be reviewed as part of the sketch plan process. The current Master Park Plan does not identify parkland in this area. The applicant is requesting a Planned Unit Development (PUD) as part of this development and flexibility in the bulk area standards including size, dimension, and density. The proposed conceptual PUD standards were reviewed. Mr. Hellegers reviewed the City Code standards for PUD Review that the proposed development would need to be addressed at the Preliminary Plat/PUD review stage. This sketch plan requires a Preliminary Plat, Conditional Use Permit/Planned Unit Development and Final Plat. The sketch plan will be forwarded to the City Council for their feedback on August 7, 2024. Based on the feedback received throughout the sketch plan process, the developer would modify the layout and make applications for Preliminary Plat, PUD and Final Plan and submittals to seek their desired outcome. The Planning Commission is asked to hold a public hearing this evening, take public feedback on the proposed Sketch Plan/Concept PUD, and informally advise the applicant through feedback on the proposed project. Attached for Planning Commission consideration were the Location Map, City Staff Comments dated July 15, 2024, Public Comments Received (None), Sketch PUD Narrative and Sketch Plan/PUD Concept Plan. The City Council is expected to review this sketch plan at their scheduled meeting on Wednesday, August 7, 2024. Commissioner Shafto referred to the list of staff comments sent back to the applicant and asked if the sketch plan was before or after receiving the comments. Mr. Hellegers stated the sketch plan being reviewed is the one that the comments were based on. Chair Godfrey opened the public hearing at 7:13 p.m. Mr. Dean Marquette, 727 170th Lane, presented a signed petition from the residents. They are opposed to the PUD as presented with four points of concern. The concerns are zoning and compliance, pedestrian and biking safety, road speed limit, road maintenance on Ward Lake Drive, assessments, future development, lot sizes, adherence to the comprehensive plan, overgrowth in rural areas, traffic impact, increased traffic, access to development, Regular Andover Planning and Zoning Commission Meeting Minutes —July 23, 2024 Page 4 2'/2 acre lot minimum. There are 17 signatures on the petition representing 13-14 residences. Mr. Christopher Wik, 16683 Sycamore Street NW, stated he signed the petition. His entrance onto Sycamore is very private and quiet. He does not see a reason for a through street as there is an entrance from Ward Lake Drive. He suggested creating an entrance from Ward Lake and having 2 cul-de-sacs. He has three small children. He wants lots to be 2 %2 acres. His other concern is there is an easement on his property. If the City is not going to use that they should relinquish that in the future. Ms. Rhonda Ganske, 2159 153rd Lane NW, stated if this is going to remain R-1 zoned property these are large deviations from the City Code. Much smaller deviations have been requested by private citizens and have not been granted. It is not fair they would be approved for a developer. She does not see it necessary for the properties to blend with the existing properties. Mr. Jeff Sims, 16526 Sycamore Street NW, stated the purpose of the 2%2 acre lots was to support the septic systems. He wants to have the City research this. Mr. Josh Delich, 17265 Ward Lake Drive, stated he was astonished when he heard what was going on. He recently built a home in Andover. They followed all the requirements of the City. They seem to be going backwards as to what previous residents were asked to do. He asked what the future is of the dirt road. There are safety concerns. He has reported speeds on the road to the Police Department. This will increase the flow and the amount of traffic in the area. He wants to see 21/2 acre lots. Decisions are being made based on economics rather than the safety of residents. Ms. Erica Dahlin, 16825 Ward Lake Drive, stated she has lived there for over 30 years. She agrees with everything that has been said. She does not see any green space, or a park identified on the PUD. No drainage ponds either. Ms. Laurel Schedin, 16642 Ward Lake Drive, stated she has lived in Andover for 40 years. She understands change is going to happen. She appreciates them leaving the trees. She thinks it could be worse. She asked about the right-of-way to the south of this development and the 167th Avenue easement. Mr. Luke Sims, 16526 Sycamore Street NW, stated he has lived in Andover his whole life. The concerns that parents have for their children, the children feel the same way. He has never had to worry about safety concerns in his neighborhood. It would be sad to see the neighborhood compromised with the development. Ms. Kari Hefnider, 17011 Ward Lake Drive, stated they have lived there for 18 years. They moved to Andover for the rural aspect. A precedent is being set which will be detrimental to the area. Regular Andover Planning and Zoning Commission Meeting Minutes —July 23, 2024 Page 5 Mr. Craig Wensmann, Bogart, Pederson & Associates, 13076 Is' Street in Becker, representing the developer, stated he took notes during the resident comments. They looked at Mr. Wold's request for developing the land and at the zoning map. He shared a zoning map of the entire area and explained that they look at how the development will affect the community. They focused on the rural residential areas and analyzed the remaining undeveloped acreage. They looked at growth potential looking forward, noting there is limited space available for the future. They wanted to be good stewards of the remaining land and to minimize the impact to the adjacent landowners. He stated they wanted to limit traffic on Ward Lake Drive, move houses as far away from the neighbors as possible and to preserve the trees. With the general zoning, if working within the rules, he noted they cannot control how these lots are built on. On a PUD, the City and developer can determine where the growth occurs to preserve the natural elements. The concept provided is slightly outdated. He stated the cul-de-sac was reduced in length and driveways were eliminated on Ward Lake Drive. Stone water ponds were placed to restrict homes to be too close to the neighbors. Mr. Wensmann explained the second design they came up with makes more of a rural feel. They will use more frequent rain gardens and storm water basins, the basins are scattered to preserve the natural habitat, and the new concept shows .6 per acre. He noted that Ward Lake Drive may need some maintenance but there will be more taxpayers to share the tax burden for maintenance on the road. Twenty-one lots are proposed. It is difficult to fund projects with aging roads. He explained the lots will generate approximately $5,000 per lot for the City. $500,000 over ten years. The PUD flexibility will cover costs for the infrastructure and help pay for road maintenance across the City. He noted that Sycamore Street has the hammerhead style easement and could be vacated back to the property owners. They are not opposed to a second cul-de-sac. He stated they do a lot of rural developments and all 2%2 acre lots do not have 2'/z acres of buildable area. This is a prime piece of property where 100% of the land could support a septic system. He explained that all open space is not developable, and rules and laws do change, and they need to be forward looking. Mr. Scott Wold, SW Wold Construction, 2260 2215' Avenue NW in Oak Grove, stated they were the developer of the adjacent property across the railroad tracks. They worked with the same landowner and with the City to amend the Comprehensive Plan to push 150 units through the area. They want to do the same thing in the R-1 zoning, noting the wildlife will remain. Mr. Wold stated this is a prime piece of land for development and the best use of this property is to grow roofs. There is a big wetland off Ward Lake that cannot be built on as it is a wetland. He stated one of the first plans was for 29 lots and they are looking forward to working with the Andover Staff and Council. Mr. Harry Haluptzok, 16971 Ward Lake Drive, stated he owns the 117 acres across from this project. He suggested keeping the 2'/z acre lots and adding a loop to the road. Ms. Lauren Schedin, 16642 Ward Lake Drive, asked about the loop road and how would the trees be preserved and be good stewards of the land. She asked how it would work with the two cul-de-sacs. She is concerned about preserving the natural environment. Regular Andover Planning and Zoning Commission Meeting Minutes —July 23, 2024 Page 6 Community Development Director Janish said typically as developments occur there have been temporary cul-de-sacs with the intentions for those roadways to connect in the future. The Fire Department and emergency services like to pursue having multiple accesses to developments for when there are issues and one of the accesses is blocked. A connection at Sycamore provides another access for the development to the south as well as this proposed development to have access for emergency services. Sycamore has been slated as a temporary cul-de-sac with the intention that it would be connected as some time in the future. The U-shaped road idea would deviate from that. Commissioner Loehlein asked how I 1 lots doubled and why there is so much more density. Mr. Wensmann stated the difference is 300 -foot lot width and 80 -foot. Commissioner Loehlein wondered why 20 lots are in the PUD. He sees both preservation and increased density. Mr. Wensmann stated they want to be good stewards of the land and reduce the tax burden. Chair Godfrey closed the public hearing at 8:05 p.m. Commissioner Shafto addressed why there is no park in this development, noting the Park Commission is recommending cash in lieu of land. He thanked everyone for coming to the meeting. He has some concerns about the density. He is not against using it as a PUD. He is struggling with 21 houses. He does not see it as a transition because of the railroad. It does not match the density on the other side of the railroad tracks. Commissioner Loehlein stated he agrees with Commissioner Shafto's comments. He encouraged the developer to listen and implement the comments heard this evening. If the straight City Code were followed, the brownies approach from Mr. Wensmann's sketch, that would be worse. This plan is better since it preserves the trees, but it is too dense. Commissioner Hudson stated the way this is currently zoned it would be for 12-13 lots. If lots were combined the developer could end up with 12-13 lots and still preserve the trees. The density is too high. There is not a 1 -acre lot anywhere in this area. There are too many deviations from the Code in his opinion. The lots need to be bigger and there needs to be less lots. Commissioner Winge stated he would like to see 2'/2 acre lots. Chair Godfrey stated she appreciates everyone coming to provide their feedback. She thinks this is a little too dense, noting there are guidelines for a reason. She is concerned about the number of variances. She looks forward to more specifics on the PUD. She would like to see what is included in the PUD. The City Council is expected to review this sketch plan at their scheduled meeting on Wednesday, August 7, 2024. PARKAND RECREATION COMMISSIONMEETING — JULY 18, 2024 MINUTES The Regular Bi -Monthly Meeting of the Andover Park and Recreation Cginnussion was called to order by Chair Strombeck on July 18, 2024, 6:00 p.m., at the dover City Hall, 1885 Crosstown Boulevard NW, Andover, Minnesota. Commissioners Present: Chair Tracy Strombeck, Commis' hers Bruckner Johnson, Kristin Lackie, Jim Lindahl, C ck Naughton, Liza Shafto and Shane Stenzel. Commissioners Absent: None Also Present: Parks & Streets O rations Manager Jason Baumunk and Associate Plannoflake Griffiths. RESIDENT FORUM No one appeared to address the APPROVAL OF June 6, 2024 Regular Motion by Commis oner Stenzel, seconded by Commissioner Shafto, to approve the June 6, 2024, Park Co ission Regular Meeting minutes as presented. Motion carried on a 6 - ayes, 0 -nays, 1 esent (Lackie) and 0 -absent vote. APPROVAL OFAGENDA by Commissioner Stenzel, seconded by Commissioner Lindahl to approve the July 4 Park Commission Regular Meeting Agenda as presented. Motion carried on a 0 -nays, and 0 -absent vote. DISCUSS SW WOLD SKETCH PLAN Associate Planner Jake Griffiths reviewed SW Wold Construction, Inc. has submitted a Sketch Plan application for a proposed residential development located at the unaddressed property at PID 11-32-24-41-0003. The site is generally located north of 1671h Avenue NW, east of the BNSF railroad tracks, south of 1701h Lane North, and west of Ward Lake Drive 0 Regular Andover Park & Recreation Commission Meeting Minutes—July 18, 2024 Page 2 NW and is approximately 33.7 acres in size. Through a Planned Unit Development (PUD) the applicant is proposing 21 single-family rural lots. The proposed Sketch Plan was displayed for the Commission. No park is being proposed as part of the Sketch Plan. The Park Dedication Study does not identify any parkland dedication. in this area of the City and would recommend cash -in -lieu of land for park dedication requirements. The Park and Recreation Commission is requested to review the proposed development and provide informal feedback to the applicant on park dedication requirements. Commissioner Naughton asked if Maple View Park Preserve is the closest park to the area. Mr. Baumunk stated there are not many parks in the immediate area and there are no trail connections to this area. Mr. Baumunk showed a map of where the proposed development is located. Chair Strombeck asked if a park were to be put it would need to be a larger 3 acre park and Mr. Baumunk stated that is true. Staff does not recommend putting in a mini -park. Commissioner Lackie stated she would not recommend putting in a park at this time. With the larger lots, residents tend to put in their own play structures. She recommends cash in lieu of land. The consensus of the Park and Recreation Commission was to accept cash -in -lieu of land for the park dedication requirements. A. DISCUSS the 2025-2029 CIP — PARK CAPITAL IMPROVEMENTS Parks & Streets Operations Manager Jason Baumunk red ed the Park and Recreation Commission is requested to review the revised 2025-2 Park Capital Improvement Plan (CIP). This was discussed with the City Council atJ41e 6/25/24 Joint Workshop Meeting. The outcome of that meeting with City Council Agestions for removal is: 2025 • Annua/AC- . Projects - $25,00 • Parks s at Winslow C e - $170,000. This is a new park that is identified in the deent plans. (S f would like to establish irrigation and turf in 2024). • Contrito AC - $159,107. Final payment for the ACC expansion contri• Sunshket 1 Court Improvements —Sport Court surfacing, fencing and improc oards. Possible lighting as well (Lighting to be evaluated with parkinting projects) - $65,000. • The Pall Complex was removed entirely from the CIP, may be revisited in the. Mr. Bayfunk stated in 2025, the City is participating in putting a fence around the dog park ' Coon Rapids. The City's portion of that cost is $25,000 which will come out of dedication funds in 2025. There is discussion of adding water to the dog park for Bogart, Pederson 0 Inc. EAVIL ENGINEERING %Q�tlioctQe/t/itQUed . /J___�,.� S+ la LAND SURVEYING ENVIRONMENTAL SERVICES September 13, 2024 City of Andover 1685 Crosstown Boulevard N.W. Andover, Minnesota 55304 RE: PUD Narrative for HARTMANS MEADOWS Development. Requested by SW Wold. SW Wold is proposing a Low Impact Residential Development in the City of Andover. The project is located along Ward Lake Dr NW and 167th Ave NW. The Parcel is approximately 33.70 Acres in size and is currently zoned R-1, Single Family Rural Residential. The property requires flexibility from the zoning standards to allow for a Low Impact Development (LID) to be developed. The Low Impact Design will allow for onsite trees and other natural features to be preserved, while enhancing the remaining areas with additional plantings and improvements. This design will incorporate natural and engineered stormwater treatment methods to treat and control stormwater onsite. This development will deviate from the R-1 zoning standards with the minimum lot dimensions, minimum lot area, and use a rural residential road section with a 50 -foot wide right of way, similar to other developments within the City of Andover. The development will incorporate high-end design elements and a variety of lot sizes that creates a transition between R-4 zoning (west) and R-1 zoning (North, South, East). This project follows and ensures the establishment of appropriate transitions between differing land uses as intended in the Zoning Ordinance & Comprehensive Plan. The transition and variety of lot sizes also allows for the remaining developable vacant land within the city to be used in an efficient way. Andover has a finite amount of land that remains to be developed and a LID style of development allows for us to be good stewards of the land. A LID will provide conservation of nature and sustainable development with the overall design to manage and protect the land in ways that benefit the environment and future generations. This development will ensure and maintain a development pattern. The flexibilities will create a more efficient design to allow the preservation of natural features of the property and ensure economic viability & general welfare of the City. The Purpose of Each District for R-1 Single Family Rural Residential: This district is intended to provide a residential atmosphere for those persons desiring to retain a large parcel of land. Such large lots are logical in areas where development into smaller lots would be difficult, or where public utilities will not be available in the foreseeable future. Furthermore, larger houses are more costly and require larger lots. Thus, to provide an area to accommodate those persons with the financial means to erect a large house, it is necessary to have an area of large lots. Land which is wooded, or which has a changing topography, and low land which tends to be poor agriculturally is also the most expensive to develop for residential sites and, after Pagel development, the sites tend to be expensive to maintain. Such areas are the most interesting and most susceptible to large lot development. The district also is intended to preserve productive land for agricultural use. (Amended Ord. 314, 10-4- 05) Maximum impervious surface area and stormwater management standards - o The total area of all structures shall not exceed 20% of each lot as identified in City Code. o Development will minimize the extent of disturbed areas, runoff velocities, erosion potential, and reduce/delay runoff volumes, and stabilize and protect disturbed areas. The proposed HARTMANS MEADOWS EAST Low Impact Development requests the following of the PUD to allow greater flexibility of design by incorporating design modifications and/or alternative uses into a conventional zoning district's requirement: The intent is to meet all R-1 front, side and rear setbacks. • Lot sizes ranging from 1.5 to 2.5 acres • Varying lot widths to accommodate road curves, with minimum 130 -foot width • Use of rural residential road section • 50 foot wide right of way with additional easements in the front yard • Exceed the maximum block length of 1320 feet Preliminary soil borings show that standard septic systems can be installed with adequate separation to wells for each lot. Summary: This PUD request offers a conservative transition from 3 lots per acre in the R-4 district to the West to 2 % acre lots to East, South, and North of the proposed plat. The City of Andover has limited developable area remaining for acreage lots, and the intent of this development is to provide good stewardship of the remaining land by not being wasteful with under-utilized areas often seen in straight 2 % acre lot developments. The City of Andover has a maximum block length of 1,320 feet. Working with the site and existing roadways and access to Ward Lake Drive NW, the proposed access to Ward Lake Drive through this development is preferred. The railroad tracks to the west create issues with trying to address the length as the Railroad limits crossings. The proposed roadway will add a second access to the existing development (Deerwood Estates) to the south. The developer is looking to take the lead to vacate the 167th Ave NW right of way (East/West of existing Sycamore St NW). This vacation of right of way will provide additional land to 16668 Sycamore St NW and 16683 Sycamore St NW. The street and lot layouts were specifically designed to preserve as many trees as possible by leaving the native forested areas, other than the required Sycamore Street connection area. The developer proposes extensive plantings to extend throughout remaining portions of the development, exceeding guidelines within the city ordinance. The developer also proposes a conservation easement over a buffer strip along the south side of the property to preserve the trees (see proposed PUD map). Page 12 The development will have a Homeowners Association (HOA) that will be proposed as part of the Preliminary Plat. This HOA will be responsible for maintenance of the monument sign at the entrance onto Ward Lake Drive NW and for approving design considerations prior to construction of each new home. Minimum houses sizes will be 1,600 square feet for ramblers and 2,000 square feet for two - stories, with a minimum garage size of 720 square feet. Roof pitches will be 7:12 or greater. Exteriors will be finished with maintenance free siding and minimum of 150 square feet of stone or rock on the front fa4ade. As a forward -thinking, efficiently designed LID, this PUD development will provide the City with additional tax base much higher than the guided 2.5 acre R-1 zoning, with a similar amount of proposed infrastructure, while preserving an existing stand of trees. This will reduce future burdens for the City and residents as it relates to future maintenance costs and garner more funds for other City projects. Page 13 �: I 9 r �t 4 r, ti E J � Ouaknp Aspon. NUiIwROC %n¢ 1�2 ACRES �. W171. t �— Cy.ws, ," yd',.'Rk Pmu "r ISSACPFS soAieo co•••I•mIOI: Aroa — 167TH AVE NW w M� �I p c puous Trees. 2.5569E5 �� LAI /1.6,1ACRE RUIRad $a'bn"I I Nrtln CmSx e j �en,om3•r,dr:.... i�.,.. q -111A11111J ca .m, 361 na(tt - 4 E191ntic�11--II=ren+ 2 56 aOfs 1 swa Bla A HiA Squm Tu 7 2 52 f.CIrES "A n R w WIn weer ^1w1e+ rl/1RJ IMIHIVJ IVIC VVVg1., Andover, MN' a Parcel ID: 11-32-24-41-0003 CONCEPT DATA Gross Site Area: 33.7 Ac t Proposed Zoning: P.U.D. Proposed Single Family Lots: 15 Units PROPOSED ZONING STANDARDS - - -- ---- Single Family House Lol - - Standard Lot Sae I� 1Mdth: 130' DepM: rs65REs Area: 1.50Ac LAI /1.6,1ACRE RUIRad $a'bn"I I Nrtln CmSx e j �en,om3•r,dr:.... i�.,.. q -111A11111J ca .m, 361 na(tt - 4 E191ntic�11--II=ren+ 2 56 aOfs 1 swa Bla A HiA Squm Tu 7 2 52 f.CIrES "A n R w WIn weer ^1w1e+ rl/1RJ IMIHIVJ IVIC VVVg1., Andover, MN' a Parcel ID: 11-32-24-41-0003 CONCEPT DATA Gross Site Area: 33.7 Ac t Proposed Zoning: P.U.D. Proposed Single Family Lots: 15 Units PROPOSED ZONING STANDARDS - - -- ---- Single Family House Lol - - Standard Lot Sae 30 1Mdth: 130' DepM: 200 Area: 1.50Ac Selbacks 3 Front Setback 40' Side Setback 10' Rear Setoark: 50' Landscaping Notes 330 4 Requirements to IEa FoOOWad 2AB • Minimum of 2" as or l bee per 50 feel of lot Moth, Whatever is greater. 7.78 4 Size: 1 3/4" Diameter, 6'751) W5 • Fiistirg Trees will ba malntalned as much as p6able.- Proposed Tree Types mixed into lots (Exact UmUons to be finalized with dv0 design) 11115 4 Red Maple • Paper Binh Bur Oak • American Elm • Big Tooth A on • Sarvlcob" • BIa45pruce • Dualtlng Aspen • White Pine • Rad Pure 1 2 219 4.38 4 1 3 1m 374 4 4 2 242 3 5 30 2.6 1 1 8 471 IV 4 2 025 138 4 3 M 518 4 3 2 180 1304 3 3 100 330 4 3 4 2AB in 4 3 3 399 7.78 4 3 5 W5 13.3 3 T = 11115 4 stoat-ao BOGART I PEDERSON 763-262-8822 9 C I T Y O F @)NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.00V TO: Mayor & Councilmembers CC: Dave Berkowitz, Interim City Administrator /1 Joe Janish, Community Development Director FROM: Aidan Breen, Associate Planner SUBJECT: Consider Interim Use Permit (IUP) — Mining & Land Reclamation — 83 Old Constance Blvd NW - PID 13-32-24-11-0004 (Applicant — Chris Hogie & Katelyn Kiekbusch) - Planning DATE: November 19, 2024 The applicants are looking to construct a driveway to their property for an accessory structure and future home at 83 Old Constance Blvd NW. This process falls under the land reclamation application, which is an NP. DISCUSSION Since the applicant is proposing land reclamation utilizing in excess of 400 cubic yards, an IUP is required pursuant to City Code 12-13-1 and 12-15-8. A copy of the driveway -grading plan for is included for your review, as well as staff comments for Review #2 of the driveway -grading plan. Staff is proposing a completion date of November 19, 2025 (5 -years is the longest amount of time an NP can be granted for under City Code 12-14-12-E). If at that time, the applicant has not completed the work identified with the driveway -grading plan, the applicant will need to obtain the IUP again. The applicant is required to provide a hard surfaced driveway apron in the right-of-way. The current proposed plan calls for a 25 -foot asphalt section while the applicant has indicated they plan to pave as far as their budget will allow. Flood Plain Impacts As part of this driveway project, the applicant is proposing to fill 205 cubic yards of the flood plain. In order to fill the flood plain the applicant is required to "create floodplain" at a 1 to 1 ratio. The applicant is proposing to construct a pond as shown on the driveway -grading plan located in the northeastern portion of the property. This proposed pond is the flood plain mitigation required and meets or exceeds the 1 to 1 ratio for replacement and will provide 213 cubic yards of flood storage. Wetland Impacts The proposed wetland impacts are 4,272 square feet. Coon Creek Watershed has indicated that this falls under the de minimis amount of 0.1 acres. The applicant currently has conditional approval for a CCWD permit but has not yet received a permit. Type of Fill Permitted The applicant is expecting to have fill material suitable for the driveway delivered to the property during business hours of 7 am to 5 pm. Haul Route No haul route is required, as material will be delivered to, and within the site. Material delivered will occur between business hours of lam to 5 pm. The property will have one entrance for the delivery of materials. Erosion Control Silt fencing will be required around the area until vegetation has occurred to control any erosion. The applicant will be required to ensure proper vegetation across disturbed areas within 7 days of inactivity. Coordination with other Agencies The applicant is responsible to obtain all appropriate and necessary permits (such as but not limited to the Coon Creek Watershed District, etc.) The applicant has already been working with the City Engineering Department on this item and Coon Creek Watershed District. Interim Use Permit Standards 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: Will not create an excess burden on parks, streets, and other public facilities; The proposed project will not create an excess burden on parks or other public facilities. While material will be delivered to the site the road is expected to handle the traffic. Currently Old Constance is included in the Capital Improvement Plan (CIP) for a 2026 reconstruction. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; The applicant shall establish vegetation and ensure proper erosion control to the satisfaction of the City Engineer. The applicant is required to observe all noise and similar type regulations during operation. Will not have a negative effect on the values of property and scenic views; The driveway will be permanent and will facilitate future development of the site for a single-family home and accessory structure. It is not anticipated that the installation of a driveway will have a negative effect on the values ofproperty or scenic views. Will not impose additional unreasonable costs on the public; The applicant is required to obtain all necessary permits. Any material thatfalls outside of the property line or right-of-way is the responsibility of the applicant to remove. If the driveway is not completed prior to the expiration date of the IUP, the applicant will need to seek a new IUP to complete their driveway at their own cost. Any fill material on the roadway is the applicant's responsibility to clean. 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 period. PLANNING COMMISSION REVIEW The Planning & Zoning Commission reviewed the IUP request at their November 12, 2024, meeting. One public comment was received via email in support of the construction of the driveway and accessory structure. The applicant and one neighbor were in attendance. The neighbor was concerned about the potential of commercial activity at the applicant's property. The Commissioner asked the applicant to confirm that the property will not be used for commercial purposes, and the applicant confirmed that the driveway and accessory structure are solely for residential use. The applicant was asked where vehicles will be parked during construction of the driveway. The applicant indicated that they will initially be parked along the shoulder of Old Constance Blvd NW, then parked on the driveway as soon as possible. A Commissioner also asked about the applicant's confidence level that the driveway would be completed within the one-year timeframe. The applicant expressed a high level of confidence, indicating that they hope to begin work on the middle portion of the driveway before the ground becomes unworkable this year, and that the portion closest to Old Constance Blvd will be constructed as soon as possible in 2025. The applicant stated that the other work they wish to perform on the property will depend on having the driveway in place as soon as possible. The Commission voted to recommend approval of the IUP request (7 -yes, 0 -no). ACTION REQUESTED The City Council is asked to review and consider the Planning and Zoning Commission's recommendation of approval regarding the interim use permit request. Respect lly s tted, Aid een Associate Planner Attachments: Draft Resolution of Approval Draft Resolution of Denial Site Location Map Review #2 Staff Comments Public Hearing Comments (1) Proposed Grading Plan CC: Chris Hogie - Email Katelyn Kiekbusch - Email CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION GRANTING AN INTERIM USE PERMIT FOR MINING AND LAND RECLAMATION AT PID 13-32-24-11-0004, LEGALLY DESCRIBED AS: The East 300 feet of the West 630 feet of the East Half of the Northeast Quarter of Section 13, Township 32, Range 24, in Anoka County, Minnesota lying Northwesterly of the center line of County Road No. 60, also known as Constance Boulevard, as now laid out and travelled across said East Half of the Northeast Quarter. WHEREAS, the applicant, requested an interim use permit for the mining and land reclamation to construct a driveway and pond; and, WHEREAS, the Planning and Zoning Commission held a public hearing on November 12, 2024; and, WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the 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 the mining and land reclamation to construct a driveway and pond on the property with the following conditions: 1. Soil shall not be placed within wetland, floodplain or right-of-way areas without first obtaining any required approvals and completing any required mitigation. 2. Applicant shall obtain all appropriate permits needed for the project prior to the start of work. 3. Silt fencing and any other erosion control measures as deemed necessary by the City Engineer shall be installed and maintained. 4. All material shall be utilized in compliance with the City requirements. 5. Applicant shall meet comments from Engineers Memo dated October 22, 2024. 6. Hours of operation shall be restricted to the normal construction hours as regulated by City Code 5-6-3. 7. The applicant shall be responsible for the cleaning of material (soil, sand, etc.) from the public roadways as needed (may require multiple times a day) a minimum of daily. 8. All appropriate permits shall be obtained, including but not limited to obtaining an approved grading plan from the City Engineering Department. 9. Any future mining or land reclamation with fill in excess of 400 cubic yards shall require a new IUP. 10. Applicant shall protect possible septic locations and not disturb them. 11. Permit shall expire on November 19, 2025. Adopted by the City Council of the City of Andover on this 191 day of November 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING AN INTERIM USE PERMIT FOR MINING AND LAND RECLAMATION AT PID 13-32-24-11-0004, LEGALLY DESCRIBED AS: The East 300 feet of the West 630 feet of the East Half of the Northeast Quarter of Section 13, Township 32, Range 24, in Anoka County, Minnesota lying Northwesterly of the center line of County Road No. 60, also known as Constance Boulevard, as now laid out and travelled across said East Half of the Northeast Quarter. WHEREAS, the applicant, requested an interim use permit for the mining and land reclamation to construct a driveway and pond; and, WHEREAS, the Planning and Zoning Commission held a public hearing on November 12, 2024; and, WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the interim use permit. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees with the Planning and Zoning Commission and denies the interim use permit to allow for the construction of a driveway and pond on property for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 19t° day of November 2024. CITY OF ANDOVER ATTEST: Michelle Harter, Deputy City Clerk Sheri Bukkila, Mayor Site Location — 83 Old Constance Blvd. NW (Parcel ID: 13-32-24-11-0004) Date Created: October 29, 2024 Distlorme .. The provider makes na representation or vvomonrMs with respect to the reuse of this data. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEAVDAU MMM/M TO: Joe Jamsh, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: October 22, 2024 REFERENCE: 83 Old Constance Blvd NW —Hogie Driveway Grading Plan / Review 42 The following comments are regarding Review #2: 1. Provide a copy of the Coon Creek Watershed (CCWD) permit to the City_ 2. Note, per CCWD requirements, stormwater treatment and a permit from the CCWD will be required with the house building permit as total impervious surface w -ill exceed 10,000 sf (see attached email from CCWD)_ This is not required for this IUP which is for construction of the driveway. 3. (Review #1, keptfor tracking purposes): Upon completion of all grading, an as -built survey is required to verify that proposed floodplain mitigation volume meets or exceeds floodplain fill volume. Note: It is a requirement that the owner or engineer respond to each of these items in writing (get digital cony from City and type responses below original comment) when re -submitting the revised plan 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. Joe Janish From: JAMES H BERRY Sent: Sunday, November 10, 2024 4:45 PM To: PublicComments Subject: IUP PZ meeting You don't often get email from, Learn why this is important EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. PID 13-32-24-11-0004, Chris Hogie & Katelyn Kiekbusch. Absolutely no issue with the plan to improve property at 83 Old Constance Blvd. NW. No issue with driveway grading, accessory building prior to home build. James & Deborah Berry 43 Old Constance Blvd. NW Andover 55304 Get Outlook for Android — FRET 25n rlwxlarwBF- 920 915 910 905 aT.iltm I < 1 BELOW LCCfAWxELfl LOW POINT STA 100.00. ELEV'. 901,90 PVI STA LEGEND: K-3892,Aa 1P NIS PROPOSED CRAP -seF� PROPOSED CONTOUR w a g $ PROPOSED STORM SEWER IVhARNGCWRSE E' M STA K=F sfJUVRHa NInI ------------- LIMITS OF GRADING - SILT FENCE rEuaEcoPxEvouaxl I O PROTEMPOSED NESECTION TABEaro ELsnxc waFACE JN 3 5F- RARY SILT FENCE TEMPORARY SILT FENCf W Q - PROPOSED SIOLOG tOD' OPERMANENT WETLAND IMPACT cowlwrED suBWuce� FLOODPLAIN FILL VOLUME LSA55IRFN BFSER'ERE �suiuLE (205 CY.) iEREPrECa IFR aECpIMFN11eTgNl FLOODPLAIN FILL VOLUME (FILL VOLUME ABOVE 599.8' NOT ADDED TO TOTAL AMOUNT) DRIVEWAY CROSS SECTION N.T.S. - ADDEDFLOODPLAIN VOLUME (213 C.Y.) — FRET 25n rlwxlarwBF- 920 915 910 905 aT.iltm I < 1 BELOW LCCfAWxELfl LOW POINT STA 100.00. ELEV'. 901,90 PVI STA 0-75.00, ELEV: BMW K-3892,Aa 3.8% w a g $ LOW POINT: <Til ?�il M STA K=F INTO EXIST. ROAD CLCRCSR.Im,-mt 47 — RLFCfITOxDPE�A58JT�______ 7 EXISTING SURFACE) LOGl1ON 11O R%RFWIT 5 WAIN FOR; gtlVEWAY HMIII OF WEFLAND M/.Y Vu I ) } 1 \ M�3 A DSEOFI LIX IONANDFWTiRINT \ �\ � Y DRGssD R..vIRUIx SILT FENCE 0aBKK0G FL __ / y8 313GY.OF.wOLD et»eu 9EROODRAIN B}MOWYIM0.BI '4 / �PaCP0D ♦ RWDPV•IN CL[V '1 / LWIEM LOW POINT STA: 4 X10.00. ELEV. 900.41' 9 w 017°A InF OF.e'e HOPE DAm _ _ L caosaxD lxi_aB7� ��nuc eD ImaEDo.00x cwnusNxG lrvv.escm 11 Li OF r8'BNOVE Q 0 W CL Cao55ING IW -BBF:� SCALE: HORIZONTAL: 1-=50' VERTICAL: 1'=5' pO Lp'F �T Nr NN Nr0 F4NM p0 co 6 Ili IST �tl yp�q Obi NN TT TN TT 0T mT 0O bT m0 OoiT PIT I 1 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 350 LF OF ULT FENCE I BKA I R wvoN+YfeW,F � �-E'e I X BELOW I' GRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONOMONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-0FF DURING GRADING OPERATIONS (I.E. SILT FENCE. STRAW SALES. ETC.). 4. CONTRACTOR$HALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PIAN, PARTICULARLY WITH EXISTING STRUCTURES ANWOR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS. PROPERTY LINES. AND DRR E AY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMNN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFUCTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF C DEPTH AS MEASURED IN PLACE OF TOPSOIL TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ALL GRADED SLOPES GREATER THAN OR ECIIAL TO 5:1 SHALL BE HYDROSEEDED. EROSION CONTROL BLANKETED. OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERA. CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS PALE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6' BELOW TOP OF CURB UNLESS OTHERWISE SHOWN, 7. CONTRACTOR$HALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED. AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS IMPORT SUITABLE MATERIA AND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AB REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 8. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF. THE CONTRACTOR SHALL RESEED OR RE -SOD ALL APPLICABLE AREAS. AT NO ADDITIONAL COST TO THE OWNER. TO THE SATISFACTION OF THE ENGINEER. S. CONTRACTOR SHALL STRIP TOPSOIL ANDIOR UNSUITABLE MATERIAL WITHIN EXTENTS OF DRIVEWAY FILL. 10. PERIMETER CONTROL SHALL BE COMPLETED WITH DOUBLE LINED PERIMETER CONTROL AROUND THE GRADING EXTENTS SHOWN. PERIMETER CONTROL TYPE TO BE DETERMINED BY CONTRACTOR. It CONTRACTOR SHAL REMOVE PERIMETER CONTROL WHEN ADJACENT AREA IS REVEGETATED. 12. SOILS AND SOIL STOCKPILES WILL BE STABILIZED WITHIN 24 HOURS OF INACTIVITY. 13. STREETS WILL BE SWEPT FREE OF SEDIMENT AT THE END OF EACH WORKDAY. 14. UPON COMPLETION OF ALL GRADING, ANASBUILT SURVEY IS REQUIRED TO VERIFY THAT PROPOSED FLOODPWN MITIGATION VOLUME MEETS OR EXCEEDS FLOODPLAIN FILL VOLUME O K w v C1 TO: CC: FROM: SUBJECT: DATE &6D Y O F OVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Mayor & Councilmembers David Berkowitz, Interim City Administrator �/� Joe Janish, Community Development Director "� Aidan Breen, Associate Planner Consider Interim Use Permit (IUP) — Construction of an Accessory Structure Prior to Principal Structure — 83 Old Constance Blvd NW - PID 13-32-24-11-0004 (Applicant — Chris Hogie & Katelyn Kiekbusch) - Planning November 19, 2024 INTRODUCTION The applicants are looking to construct an accessory structure prior to their principal structure (Home) at 83 Old Constance Blvd NW. The property is zoned R-1 — Single Family Rural Residential. This process falls under an lUP. The applicant desires to construct a 50 foot by 80 foot steel building with a sidewall height of 16 feet. Title 12 Chapter 6 regulates Accessory Structures, uses and Temporary Structures. 12-6-3-A: Accessory Structure Height: limits accessory structure heights to the height of the principal structure, and in the R-4 zoning district the maximum accessory structure building height shall not exceed (15) feet. 12 -6 -4 -A -c: Lots 5 Acres and Larger — In residential districts other than the R-4 district, on lots of five (5) acres and larger, the maximum allowable area of accessory structures shall be limited only by the setbacks and maximum impervious land coverage requirements of this code. 12-6-5: LOCATION AND SETBACK REQUIREMENTS: The applicant's site layout shows the accessory structure and proposed home location. This would place the accessory structure behind the proposed home (constructed later). The accessory structure would meet the setbacks as proposed. Setback Required Proposed Front Yard 60 feet Approximately 820 Side Yard 5 feet 10 feet Rear 5 feet 280+ feet City Code would allow for an existing accessory structure to remain without a principal structure for 12 months. The applicant has acknowledged a 12 -month time period to construct their home. If at that time, the applicant has not constructed their home, the accessory structure will need to be removed from the property or seek another IUP. The applicant is aware the new home will need to be as tall as or taller than the accessory structure. The applicant has also been made aware that City Code 12-9: Home Occupations, restricts the use of the accessory structure for residential purposes only. No commercial or business-related activity is permitted within the structure. The plan set for the accessory structure will also be stamped by the Building Department indicating "THIS BUILDING IS FOR PRIVATE RESIDENTIAL USE ONLY No Commercial Use is Permitted" The applicant has provided septic borings that have been reviewed by the Building Department to show that a septic system for a future home can be constructed on the property. The septic site is located south of the proposed accessory structure. The septic design would allow for a bathroom in the accessory structure. The septic location will need to be protected as part of the construction and going forward. Interim Use Permit Standards 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: Will not create an excess burden on parks, streets, and other public facilities; The proposed project will not create an excess burden on parks or other public facilities. While the lot has been vacant for many years it has been expected to have a home and outbuilding on the lot at some time in the future. Will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety, and general welfare; The applicant is proposing to construct an accessory structure prior the home. The applicant's accessory structure will be for residential purposes only. No commercial or business-related activity is permitted within the structure. The home will be constructed within 12 months. Will not have a negative effect on the values of property and scenic views; The applicant is proposing new construction. The new construction will meet current building codes, zoning codes. Neighboring property owners to the east and west, also have "larger out buildings ". Will not impose additional unreasonable costs on the public; The applicant is required to obtain all necessary permits. The cost of the project falls onto the property owner. The owner will be required to enter into a Land Use Agreement indicating placing the property owner responsible for any costs the City may incur if they do not comply with the IUP. These costs could include legal, and or demolition costs associated with enforcement of the IUP. 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 period. PLANNING COMMISSION REVIEW The Planning & Zoning Commission reviewed the NP request at their November 12, 2024, meeting. One public comment was received via email in support of the construction of the driveway and accessory structure. The applicant and one neighbor were in attendance. One commissioner sought to confirm that the applicant was confident that one year was a sufficient timeframe to construct the accessory structure. The applicant indicated that they hope to have their driveway, accessory structure, and their primary structure (home) constructed within a year, which would more than satisfy the IDP conditions. The applicant indicated that they have conditional approval from Coon Creek Watershed district and have been working with City of Andover Engineers throughout the process. The Commission voted to recommend approval of the lUP request (7 -yes, 0 -no). ACTION REQUESTED The City Council is asked to review and consider the Planning and Zoning Commission's recommendation of approval regarding the interim use permit request. Respec ly s Aidan Breen Associate Planner Attachments: Draft Resolution of Approval Draft Resolution of Denial Site Location Map Public Hearing Comments (1) Proposed Grading Plan Proposed Building CC: Chris Hogie (Email); Katelyn Kiekbusch (Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION GRANTING AN INTERIM USE PERMIT FOR CONSTRUCTION OF AN ACCESSORY STRUCTURE PRIOR TO PRINCIPAL STRUCTURE AT PID 13-32-24-11-0004, LEGALLY DESCRIBED AS: The East 300 feet of the West 630 feet of the East Half of the Northeast Quarter of Section 13, Township 32, Range 24, in Anoka County, Minnesota lying Northwesterly of the center line of County Road No. 60, also known as Constance Boulevard, as now laid out and travelled across said East Half of the Northeast Quarter. WHEREAS, the applicant, requested an interim use permit to construct a 50 foot by 80 foot accessory structure prior to a principal structure; and, WHEREAS, the Planning and Zoning Commission held a public hearing on November 12, 2024; and, WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the 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 the construction of an accessory structure being constructed prior to the principal structure on the property with the following conditions: 1. The applicant shall obtain a appropriate permits for all activities on the property including but not limited to building permits and septic permit. 2. The applicant shall obtain approved interim use permit by City Council for land reclamation for construction of driveway and pond. 3. Applicant shall protect the septic areas from damage during construction of accessory structure and into the future. 4. Applicant shall obtain asbuilt of driveway and pond and receive confirmation of approval of said asbuilt by the City of Andover prior to the City of Andover issuing permits for accessory structure. 5. Applicant shall enter into Land Use Agreement as approved by City Attorney. 6. Applicant acknowledges accessory structure is not to be used for commercial purposes. 7. Applicant shall have 12 months to construct a home from the date of approval of this resolution. Adopted by the City Council of the City of Andover on this 191 day of November 2024. CITY OF ANDOVER ATTEST: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING AN INTERIM USE PERMIT FOR CONSTRUCTION OF AN ACCESSORY STRUCTURE PRIOR TO PRINCIPAL STRUCTURE AT PID 13-32-24-11-0004, LEGALLY DESCRIBED AS: The East 300 feet of the West 630 feet of the East Half of the Northeast Quarter of Section 13, Township 32, Range 24, in Anoka County, Minnesota lying Northwesterly of the center line of County Road No. 60, also known as Constance Boulevard, as now laid out and travelled across said East Half of the Northeast Quarter. WHEREAS, the applicant, requested an interim use permit to construct a 50 foot by 80 foot accessory structure prior to a principal structure; and, WHEREAS, the Planning and Zoning Commission held a public hearing on November 12, 2024; and, WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the interim use permit. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby disagrees with the Planning and Zoning Commission and denies the interim use permit to allow for the construction of an accessory structure prior to the construction of a principal structure on property for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 19' day of November 2024. CITY OF ANDOVER ATTEST: Michelle Harter, Deputy City Clerk Sheri Bukkila, Mayor N&N Site Location — 83 Old Constance Blvd. NW (Parcel ID: 13-32-24-11-0004) Date Created: October 29, 2024 Disclaimer. The provider makes m representation or warranties with respect to the reuse of this data. Joe Janish From: JAMES H BERRY Sent: Sunday, November 10, 2024 4:45 PM To: PublicComments Subject: IUP PZ meeting You don't often get email frorr, Learn why this is important EXTERNAL EMAIL ALERT: This message originated from outside the City of Andover email system. Use II Caution when clicking hyperlinks, downloading pictures or opening attachments. PID 13-32-24-11-0004, Chris Hogie & Katelyn Kiekbusch. Absolutely no issue with the plan to improve property at 83 Old Constance Blvd. NW. No issue with driveway grading, accessory building prior to home build. James & Deborah Berry 43 Old Constance Blvd. NW Andover 55304 Get Outlook for Android I \I i �J _. ----------- PER—____—__ PER sErnw owl] LEGEND: PROPOSED RIP RAP PROPOSED CONTOUR PROPOSED STORM SEWER LIMIT$ OF GRADING- SILT FENCE PROPOSED FLARED END SECTION TEMPORARY SILT FENCE PROPOSED SIOLOG 0' S0' 100' PERMANENT WETLAND IMPACT yJyE, l.qy FLOODPLAIN FILL VOLUME (205 C.V.) FLOODPLAIN FILL VOLUME (FILL VOLUME ABOVE 81 NOT ADDED TO TOTAL MgUNT) ADDED FLOODPLAIN VOLUME (213 C Y.) ROAD LOW POINT STA'. 2+64 i3, ELEV: 900.18' PVI STA 2+25.00. ELEV. III K=62.10. A.D.=1.61%' LOW POINT STA; 4+10.00. PVI STA'. 4+60.00. ELF K=19.16. AD.=E 44% OF CROSSINGINJ. I �' O.1TY EXISTING SURFACE) J J 11 LF OF 11O NDPE aCOV LL RO]SING INV -991. t ELEOF IE'O NOFE L c9osdnc III NO n6one'OrvOPE®Dm• , [ROs51NG INV -09) Of7 m NN q 4< ISP p 0C OIT OOIEN OOIRP TN mN mT mq �T 0T LOW POINT STA 1N00.00. ELEV 901.90' I PVI STA 0.75.0, ELEV: 90226' 900 K =18.12, A.D. = 3.08%' 915 8 m V.C.50.00' x $ b SCALE: HORIZONTAL: 1-=50' --IvzJ VERTICAL: 1'=5' n ^N TT 890 \ M I NwsE LounoNMDFoomDNT srvawN FonnEEEUNCEONLY / FFN w DavEwnv NORTH CE WEIIAND MAI vMv PROPOSED SHOP LOUTION MICFWiPNNi \ \ _ N I IF IF }SO Li OF 9Li EVINCE IdQ I q Va I � OR R. �. N PROPOSED FLOODP MO OMT(PRIE ED AY Ix..Frt. \. ♦LTT FENCE Own IBXXOG I q 170 109c/Y.OFnM N p--VMAI I OEN IN, PnOPOEU, RooOPLUN SwnomY ORINP .B }t]LY.Oi ADDED VIXVME nEtO'N I.NELEV I N.1 I v nrr rre Oe h\�z C£PEPIMM NE � WETVHDIMPACi NOETAN 1 � �l _ I L.ne_ ✓a _� sae -2a2_ \ M. N.,N n.s PP=. ,... .-.. .__ _—IJq.II-- �4 \ \ s � �— _ :, ROAD LOW POINT STA'. 2+64 i3, ELEV: 900.18' PVI STA 2+25.00. ELEV. III K=62.10. A.D.=1.61%' LOW POINT STA; 4+10.00. PVI STA'. 4+60.00. ELF K=19.16. AD.=E 44% OF CROSSINGINJ. I �' O.1TY EXISTING SURFACE) J J 11 LF OF 11O NDPE aCOV LL RO]SING INV -991. t ELEOF IE'O NOFE L c9osdnc III NO n6one'OrvOPE®Dm• , [ROs51NG INV -09) Of7 m NN q 4< ISP p 0C OIT OOIEN OOIRP TN mN mT mq �T 0T LOW POINT STA 1N00.00. ELEV 901.90' I PVI STA 0.75.0, ELEV: 90226' ROAD LOW POINT STA'. 2+64 i3, ELEV: 900.18' PVI STA 2+25.00. ELEV. III K=62.10. A.D.=1.61%' LOW POINT STA; 4+10.00. PVI STA'. 4+60.00. ELF K=19.16. AD.=E 44% OF CROSSINGINJ. I �' O.1TY EXISTING SURFACE) J J 11 LF OF 11O NDPE aCOV LL RO]SING INV -991. t ELEOF IE'O NOFE L c9osdnc III NO n6one'OrvOPE®Dm• , [ROs51NG INV -09) Of7 m NN q 4< ISP p 0C OIT OOIEN OOIRP TN mN mT mq �T 0T LOW POINT STA 1N00.00. ELEV 901.90' PVI STA 0.75.0, ELEV: 90226' 900 K =18.12, A.D. = 3.08%' 915 8 m V.C.50.00' x $ b SCALE: HORIZONTAL: 1-=50' ROAD LOW POINT STA'. 2+64 i3, ELEV: 900.18' PVI STA 2+25.00. ELEV. III K=62.10. A.D.=1.61%' LOW POINT STA; 4+10.00. PVI STA'. 4+60.00. ELF K=19.16. AD.=E 44% OF CROSSINGINJ. I �' O.1TY EXISTING SURFACE) J J 11 LF OF 11O NDPE aCOV LL RO]SING INV -991. t ELEOF IE'O NOFE L c9osdnc III NO n6one'OrvOPE®Dm• , [ROs51NG INV -09) Of7 m NN q 4< ISP p 0C OIT OOIEN OOIRP TN mN mT mq �T 0T GRADING GENERAL NOTES: L THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALEaT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SMALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RIJ AFF DURING GRADING OPERATIONS (I.E. SILT FENCE. STRAW BALES. ETC.} 4. CONTRACTOR SHALL VERIFY CRITICAL RUEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN. PARTIOUTARLY WITH FASTING STRUCTURES ANDIOR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS. PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF MY CONFLICTS PRIOR TO BIDDING THE PROJECT. S. NRF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4'DEPTH AS MEASURED IN RACE OF TOPSOIL TOPSOIL SHALL BE FURNISHED AND INSTALLED UAL TED BY THE CONTRACTOR ALL GRADED SLOPES GREATER THAN OR EQT051 LL B SHALL, HYDROSEEDEO, EROSION CONTROL BLANKETED. OR MULCHED TO HELP STABIUM THE SLOPES BY GENERAL CONTRACTOR. B. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW UNE IS IT BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. T. CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT. FILL AND WASTE MATERIALS TOBE HANDLED. AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORN INDICATED ON THE DMWINGS.IMPORT SUITABLE IMTERIALAND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. S. FAILURE OF NRF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FALS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESEED OR RE -SOD AT APPUCASLE AREAS, AT NO ADDITIONAL COST TO THE OWNER TO THE SATISFACTION OF THE ENGINEER S. CONTRACTOR$HAlL STRIP TOPSOIL ANDIOR UNSUITABLE MATERIAL WITHIN EXTENTS OF DRIVEWAY FILL 1S. PERIMETER CONTROL SHALL BE COMPLETED WITH DOUBLE LINED PERIMETER CONTROL MOUND THE OWING EXTENTS SHOWN. PERIMETER CONTROL TYPE TO BE DETERMINED BY CONTRACTOR. N. CONTRACTOR SHALL REMOVE PERIMETER CONTROL WHEN ADJACENT AREA IS REVEGETATED. 12. BOILS AND SOIL STOCKPILES WILLBE STABILIZED WITHIN 24 HOURS OF INACTIVITY. 13. STREETS WILL BE SWEPT FREE OF SEDIMENT AT THE END OF EACH WORKDAY. 14. UPON COMPLETION OF ALL GRADING. ANAS-BUILT SURVEY IS REQUIRED TO VERIFY THAT PROPOSED FL00DPWN Im m m D w � G z t7 w O O O U O m yZ 0 H w wa6 IL Q m> ap a y 3,g I- 0 W Ee mai ^. N Z D 2 NO S ; 3 N O 0 OD CL x p N N Q C h 3 ONt'1 - L7 u ~ � 0 3: + Q i 0 CCd yU N SHEET N0. C1 $ 1-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+001-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 1 s 905 900 895 SCALE: HORIZONTAL: 1-=50' VERTICAL: 1'=5' n ^N TT 890 GRADING GENERAL NOTES: L THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALEaT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SMALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RIJ AFF DURING GRADING OPERATIONS (I.E. SILT FENCE. STRAW BALES. ETC.} 4. CONTRACTOR SHALL VERIFY CRITICAL RUEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN. PARTIOUTARLY WITH FASTING STRUCTURES ANDIOR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS. PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF MY CONFLICTS PRIOR TO BIDDING THE PROJECT. S. NRF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4'DEPTH AS MEASURED IN RACE OF TOPSOIL TOPSOIL SHALL BE FURNISHED AND INSTALLED UAL TED BY THE CONTRACTOR ALL GRADED SLOPES GREATER THAN OR EQT051 LL B SHALL, HYDROSEEDEO, EROSION CONTROL BLANKETED. OR MULCHED TO HELP STABIUM THE SLOPES BY GENERAL CONTRACTOR. B. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW UNE IS IT BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. T. CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT. FILL AND WASTE MATERIALS TOBE HANDLED. AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORN INDICATED ON THE DMWINGS.IMPORT SUITABLE IMTERIALAND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. S. FAILURE OF NRF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FALS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESEED OR RE -SOD AT APPUCASLE AREAS, AT NO ADDITIONAL COST TO THE OWNER TO THE SATISFACTION OF THE ENGINEER S. CONTRACTOR$HAlL STRIP TOPSOIL ANDIOR UNSUITABLE MATERIAL WITHIN EXTENTS OF DRIVEWAY FILL 1S. PERIMETER CONTROL SHALL BE COMPLETED WITH DOUBLE LINED PERIMETER CONTROL MOUND THE OWING EXTENTS SHOWN. PERIMETER CONTROL TYPE TO BE DETERMINED BY CONTRACTOR. N. CONTRACTOR SHALL REMOVE PERIMETER CONTROL WHEN ADJACENT AREA IS REVEGETATED. 12. BOILS AND SOIL STOCKPILES WILLBE STABILIZED WITHIN 24 HOURS OF INACTIVITY. 13. STREETS WILL BE SWEPT FREE OF SEDIMENT AT THE END OF EACH WORKDAY. 14. UPON COMPLETION OF ALL GRADING. ANAS-BUILT SURVEY IS REQUIRED TO VERIFY THAT PROPOSED FL00DPWN Im m m D w � G z t7 w O O O U O m yZ 0 H w wa6 IL Q m> ap a y 3,g I- 0 W Ee mai ^. N Z D 2 NO S ; 3 N O 0 OD CL x p N N Q C h 3 ONt'1 - L7 u ~ � 0 3: + Q i 0 CCd yU N SHEET N0. C1 $ 1-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+001-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 1 s GENERAL STRUCTURAL NOTES: 1. Building Codes used for Design: a. 2020 Mussiness Sate Building CodN 2018 lionnmimal Building Code b. Building is IBC Type 4 2. Foundmum: a. All fouodaeio. shall Mar oa natural undisNrb d soil area congacted fill All footings arc designed using sod hearing upairy 3,000 PSE 30DO PSF Soil Roaring m m assumed value m 5 feat depth. b. Recommcndatiow for m b�cutrm, wile in the feeling meaz most be approved by a Geatahnical Engineer. c. If soil at the benom of the Hearings as detailed is ofquesmonable beanng value, the A.1au'sor Enginedsoll he.. shall i imi0cd ee once. d. All omnorwall footings shall have a minimum soil novo of l'-%" meuumchimeric benom ofthe footing unless otheaiu noted. 3. Dien Loads: Type Mu: a. Live Loads 35WPSI Common Arc.. Cia do.&Stain 40 PSF IF Ground Snow Loads 50 PSF •• Extenor Slabs At Wells I IS MPH e. Wind Loads, Risk Category II, pf- 7, Footings Eaposme B d. Dead Leads 'Plus 50 PLF Partition Loads ••Plus emitting snow and unbalanced loads, minor Ponding oa the maf has ban allowed. 4. Design Stresses: w Corm,¢ 28 Day Strength: Type Mu: Loumn. 35WPSI SW. Weight lmenw Slabs &Wells 40001 PSI Std, Wright Air Entrained Extenor Slabs At Wells 3000 PSI Std Weight Footings 5. PmEnginared Wood Trusses: a. All Lumber for wood cessn shall win accordance with..far.. written sormmendaumns. b. Wand eau. shall have badging and meringue xurdance wish manufacmmn requiremuta. c. Wood nasus shall be designed fm a top chord live lead. cord under Deign Live Loads plus Snew Loads, Dnfim , and Unbalanced Loedz az per Building Care d. Linc Load delernon Is....ion for rmf trvssea shall be Ices thio LZ40. c. Submit cemplem shop drawings for approval showing the erection plan, all Mating conditiow and concessions. Calculations ce tificd by a Minnesota Licensed Engineer will he required for all wood trses, cowectiuns and bearing msachmcnts. Submit shop drawings to the Buildings Official. f Wand wsua mpplier shall derail eltd bearing rfemsur so. not to uucd perpendicular re gain leading efwoar plain the support he vusus. 6. Dimension Lumber: a. All wood members shall be Douglas Fir. Sprvce Pine Fir, or Smthem Pine. The gmde shall be az specified and Here, ase 02 Grade. b. AIL sheathing shall be APA ratedsbeathing. c. All sills and plates ruling en conertm a mawmy, whether in comae wish the each or reming ma fowdationz shall be prtsswe Unhid Southern Pine a2. d. All hole herds and nun bearing on wood shall haw standard cm washers. AIL bon holes to wood shall be drilled 1/32" larger in diameter than nominal belt diamrrer. e. Bons in wood shall not be less Iran 7 diameters for the and as, 4 i ientmen from the doe ofthe member. I All fuming anchors, post caps, b.es, hangersm naps, cm. shell be manufactured! by Simpson Strong Tie or approved equal. g. Top plot. Mall wood stud walls To be 2.2. (same width. scads), lap 48 inch. with nm los than (6) lar wits (d each lap sed! on more than IV-betwen e wtln. Split. on studs only. IF Wood lintels and boarders shall have a NII 3" length of hearing at each end minimum or widthofnimmnm. F All beams andjoista nor bea en, on supporting members shall be framed wish "Simpson mus" uriesjoist hvngcn m equal. use type. na,upod by application shown on drawings. I. Urdess rmt., imenorand cuamic mud walls arc w have studs Cl W' o. . k. Sill plates eR bolyd In foundation its with W"anchor bolls (a14' B' a.c. maximum. Bolls to exterW I S" minimum into grouted masonry. Fach sill plate has a minimum of two (2) belts with one I I) belt hassled within IT' of the end of.h pbuo LEFT ELEVATION REAR ELEVATION tae- I .Gua'= 1 9 2 7. Rackfilline: a. No beek0l rs, and companmg of eaM shall be pe.ined erg ass. He f..&Li0n its until stiffening slabs have been poured and have reached 75% of their design strength in unless ad ii bracing sabmiand her review your been a,roi I, Both sides of f wdation walls shall Be backfilled simulranro my so.10 pan Con owermmiag or lateral m... of walls. e All grade beams shall be adequately brand to prevent lateral movement during backfilling and companion 8. Construction and Conal Joints: a. Censuurtionjoinls shall be made as derailed on the drawings. b. Maximum spacing fr sonunl join. c A 15'-6" maximum specing'if 'oriel joints may not instim complete control of slamisige crocks. A close ,pemg Inay be tied by mquest of the co =tor if mom compine shrinkage nmck crmrol Is desire. Contractor o verify with the owner. Structures! Dennis Provided by. Bar in S. WhNrey Consulting Engineos. In 139 let Ave. E. Ste EDO P.O. Box 471 Cambridge, MN 55008 763.689.5631 STRUCTURAL REVIEW FOR: 83 Old Constance Blvd. Andover, MN 55304 RIGHT ELEVATION c= FRONT ELEVATION W° N FZ Zfon Line eeB W0� me, UmMe. YnX4 Zp�a� 4-60 �Y ZKO >01 �0 W^ 0' HEREBY N. toot ;'jar Bp DR REPORT Npw PREPAREDBY ME OR UNDER MY DIRECT SUPROFFSIONPNO ENGINEER LIOENBEOPROFSW OF UNOE0.7XF THAT I � t � AWS OF THE STALE OF MINNESOTA Fat: �72z GPD 9 WILLIAM A BE01(LIN, P.E. DATE'. OCTOGER 2.31134 LLL. NO. UP% rn Ir-------------- ------ ---------------------- W W CONIC. STEMWALL, 3'-2' TAL MRS U* 1 20'x10- CONC.00TING w�(2) I I I I I I I I MI BARS CONPNUOUS � I I I I I I I I I I 1 1 I I I 11 11 11 I I � I I DNEYCAVATED I I 6 (6' O ONAL b 1 2-RIGIO NSUTA ON 1 1 1 L 6'SANOCUBHION 1 1 B' CONC. STEMWALL, X -T TA S' CONC. STEMWALL, 3'-2 TALL wl MA VERTICAL BARS MB' O.C. 1 1 O G wI (2) 20'x10'CONC. 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Andover, MN 55301 Y=Y BUILDING 5ECTION SEE BUINEP55ff0fKAT10N `OR RUINING VARPJAI5 318 :♦ w %�OC MINNE.: lie 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council COPY: Dave Berkowitz, Interim City Administrator/City Engineer Joe Janish, Community Development Director ,)q FROM: Peter Hellegers, City Planner SUBJECT: Consider an amendment to the Planned Unit Development (PUD) — incorporate new uses - unaddressed property located at Bunker Lake Blvd. NW and 7'h Avenue NW — (PID # 30-32-24-43-0072) - Colliers Engineering and Design (Applicants). - Planning DATE: November 19, 2024 The City Council is asked to consider a Conditional Use Permit (CUP) to amend an existing Planned Unit Development (PUD) for the development known as Andover Crossings. The proposed PUD Amendment would amend the development layout and commercial uses for the undeveloped property which is generally located at the northeast quadrant of 7' Avenue NW and Bunker Lake Blvd NW, shown as the area outlined in red on the image below. On January 4, 2022, the City Council approved the Planned Unit Development (PUD) for the Andover Crossings development. A plat to be known as Andover Crossings was also approved for the development. Commercial Site Plans were subsequently approved for the apartment building and senior building on the east side of Inca Street NW and for the Taco Bell on the west side of Inca Street NW and located just north of the site. While the site was included as part of the PUD, when the development was platted this portion was left as "Outlot A" on and thus is required to be platted prior to development. A request for a Preliminary Plat for the site and a CUP for an automobile service station (gas station) for a portion of the site are also part of tonight's agenda. In addition, city staff are currently reviewing a Commercial Site Plan for the automobile service station property. This request will modify the PUD, approved on January 4, 2022, to include a different layout and new uses for the subject property. The proposed PUD amendment does not change any of the existing developed uses or request any other deviations from the original PUD. As originally written, changes to the "Master Plan" and each preliminary plat require an amendment to the PUD. Tonight's proposed amendment to the PUD layout provides the following: • Eliminates the .92 -acre restaurant/drive-thru use and replaces it with a 2.0 -acre automobile service station use (use requires separate CUP). • Eliminates the 2.75 -acre (22,500 sf ) retail use and replaces it with a 1.71 -acre retail use. • Elimination of 1.19 -acre (8,400 sf) retail use and replaces it with a 1.15 -acre retail use with drive- thru (drive-thru will require separate CUP) • The three commercial uses in this proposal would also utilize a shared access easement to allow flow between the commercial properties and access points. Visual Comparison of 2022 Approved PUD Plan and Proposed 2024 Proposed Amended PUD Plan: Proposed Amendment Layout *Additional details between the two plans can be found throughout this report. Larger copy attached. What is a Planned Unit Development (PUD) City Code 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could otherwise be achieved through strict application of this code. (Ord. 298, 8-4-2004) Trees/Landscape The landscaping of parcels is part of the review process for the Commercial Site Plan review process and each parcel is reviewed for consistency with City Code. Since the two southerly parcels are still just concept designs and they do not have specific landscaping plans available. The plans will need to include landscape areas inside of the property lines and not within easement areas where trees/shrubs can be located to meet City Code requirements. The automobile service station does have a specific landscape plan, some of which will be discussed as part of the CUP review which is later on this evening's meeting agenda. The applicant is providing landscape buffering along the northeast corner of the automobile service station property which will help to screen the adjacent apartment residences from headlight glare. Screening will continue to be reviewed on the other two sites within the subject property as part of the Commercial Site Plan process when applications are filed for those sites. Utilities Each of the lots will be served by City of Andover municipal water and sewer. Signage: The discussion from the original PUD noted that the applicant was proposing a sign for the development at the intersection of Bunker Lake Blvd and 7`" Avenue. This sign would allow for all of the property owners to advertise in the area. This includes the apartments and senior living facility, both of which have a monument sign. Each individual business and each residential use can still have their own signage. According to City Code this is a quick overview on signage: Area Identification Sign Standards (Corner of 7"/Bunker in Neighborhood Business District): Size: Shall not exceed 300 square feet. Height: No taller than the highest outside wall or parapet on the property in which it is located or twenty-five feet, whichever is less. Setbacks: Must be setback at least 10 -feet from right-of-way. Location must be identified on preliminary plat or commercial site plan. Neighborhood Business District Sign Standards: Size: The aggregate footage of sign space per lot shall not exceed the sum of three (3) square feet per front foot of building. No single sign shall exceed 100 square feet except for area identification signs (see above). Height: No taller than the highest outside wall or parapet on the property in which it is located or twenty-five feet, whichever is less. Setbacks: Must be setback at least 10 -feet from right-of-way. Signs need to be 10 feet from property lines and outside drainage and utility easements. PUD CRITERIA According to City Code 13-3 Planned Unit Development (PUD), the purpose of a PUD is to encourage a more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards set in code. Attached for your review is City Code 13-3. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sought in any PUD proposal. As part of the attached PUD narrative, the applicant addresses the design qualities they believe the City seeks when granting a PUD proposal as identified in City Code 13-3-11. City Code 13-3-9 states the following required findings for the Council to consider when approving a PUD: The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The Comprehensive Plan shows this property as part Neighborhood Commercial The other part of the Andover Crossings development is guided Urban Residential High Low and has already been developed as apartments and senior housing. Zoning G 6894 Future Land Use ®1litlilillllll� 41n. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan. 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal: Encourage appropriate economic growth and redevelopment. Goal: Reduce maintenance and energy costs for public facilities and infrastructure. Transportation Goals, Objectives and Policies Goal: Provide a safe and efficient transportation system that is cost effective and serves the existing and future access and mobility needs of the City. Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to forma desirable and unified environment within its own boundaries. The applicant is proposing neighborhood business uses which will complement the 0 residential uses approved in the first phase of the development, providing services that are commonly desirable for residents both in the development and within proximity of the development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. The applicant is not proposing to mods or waive any requirements from the approved PUD, they are proposing to change the commercial uses in the neighborhood business area and the use layout that was shown in the original PUD. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This development will continue to utilize existing connections to the public roadways. Driveways into the commercial areas will come off the existing private drive and from Inca Street NW. • The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. PROPOSED PUD STANDARDS Deviations from City Code were approved by the PUD for Andover Crossings which would remain as is and would not be impacted by the proposed PUD Amendment. The applicant does not propose any additional deviations as part of this PUD Amendment. Zoning and Lot Standards The subject property includes property zoned NB: Neighborhood Business. City Code requirements for the NB zoning district include a minimum lot size of 22,500 square feet (approximately half an acre) and a minimum lot width of 150 feet measured at the front yard setback line. The proposed commercial lots would meet this lot width requirement, and the lot sizes would be larger than the minimum requirements. Parking Commercial Parking for Commercial varies depending on the use within the structure. Currently the applicant is proposing 1 parking stall per 200 square feet for retail uses. These details will need to be reviewed for all of the sites at the time of Commercial Site Plan for the properties and prior to obtaining a permit for the building. While City Code 12-14-8 OFF STREET PARKING REQUIREMENTS provides a list of uses and parking ratios, some examples are provided below: Drive in establishment and 1 space for each 150 square feet of convenience food gross floor area, but not less than 15 spaces Motor fuel station 4 spaces, plus 2 additional spaces for each service stall. Those facilities designed for sale of items other than strictly automobile products, parts or service shall be required to provide additional parking in compliance with other applicable sections of this title Office buildings; professional offices and clinics 1. Office buildings and professional Offices 1 space for each 250 square feet of floor area or fraction thereof, but not less than 3 spaces per lot design 2. Clinics (including, but not limited to 1 space for each 150 square feet of dental or medical offices, veterinary floor area or fraction thereof, but not clinics and animal hospitals) less than 3 spaces per lot design Restaurants, cafes, private clubs 1 stall for every 2.5 seats. serving food and/or drinks, bars, on sale nightclubs Retail store and service establishment 1 space for each 200 square feet of floor area Shopping centers: 1. Basic requirement: a. Small centers — 400,000 square feet or less of gross leasable floor area (GIA) 4 spaces per 1,000 square feet of GLA or portion thereof Shared Access & Private Streets The commercial lots within this portion of the development will utilize a shared access easement to ensure that all of the lots have adequate access to the two existing driveway aprons at Inca Street NW. Other Standards With a PUD all standards apply as typical, unless otherwise specified in the PUD request. The applicant is not asking for any additional deviations from this PUD Amendment. Previously approved deviations through the PUD would still apply and all other regulations will still apply at time of development. This PUD will still require the Preliminary Plat process (next agenda item), commercial site plan process (internal review) and a separate Conditional Use Permit for one of the proposed uses. Amendments may arise in the future that the Planning and Zoning Commission, and City Council would have to approve. Owners Association Association documents may need to be amended. PLANNING AND ZONING COMMISSION / PUBLIC HEARING — November 12, 2024 The Andover Planning Commission conducted a public hearing on the proposed PUD amendment request at their meeting on November 12, 2024, preceded by notice as required by law. At the conclusion of the public hearing the Planning Commission recommended approval of the proposed PUD Amendment. Commissioners asked whether the proposed commercial land uses would still be governed by the NB: Neighborhood Business zoning district, whether the amendment was just related to the PUD layout and not other PUD standards, and if the two southerly retail uses were based on a specific tenant or if they were speculative. City staff noted that the commercial land uses would still be governed by the NB zoning district, the PUD Amendment was related to the layout and no other dimensional changes, and the two southerly retail uses would be speculative. CITY COUNCIL REQUESTED ACTION The City Council is asked to receive the recommendation of the Planning Commission, and materials presented as part of the application and consider approval of a Conditional Use Permit (CUP) / Planned Unit Development (PUD) to allow for the amendment of the approved PUD Layout and commercial uses for the Andover Crossings development. ResWee, Pete City Planner Attachments Draft Resolution of Approval Draft Resolution of Denial City Code 13-3 Planned Unit Development Location Map Resolution # R003-22 — Approved Planned Unit Development Approved Planned Unit Development Layout Applicant's Narrative Overall PUD Site Plan / Layout Cc: Jaime Salinas, Colliers Engineering (email only) Nick Parker, Colliers Engineering (email only) Blaine Waters LGA Andover, LLC, (email only) 7 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT AMENDMENT REQUESTED BY COLLIERS ENGINEERING, FOR ANDOVER CROSSINGS, LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Outlot A, Andover Crossings WHEREAS, the subject property of Outlot A, Andover Crossings is part of an approved Planned Unit Development (PUD) known as Andover Crossings, which was approved by the City Council of Andover through Resolution R003-22 on January 4, 2022, and; WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) Amendment to amend the previously approved Planned Unit Development layout and commercial uses, and; WHEREAS, the Planning and Zoning Commission held a public hearing for the request, at their meeting on November 12, 2024, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City, and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development Amendment request with conditions, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and determined that said request does meet the criteria of City Code because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. 2018 Comprehensive Plan Goals that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan (see attachmentfor additional goals). Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal: Encourage appropriate economic growth and redevelopment. Goal: Reduce maintenance and energy costs for publicfacilities and infrastructure. Transportation Goals, Objectives and Policies Goal: Provide a safe and efficient transportation system that is cost effective and serves the existing and future access and mobility needs of the City. Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The applicant is proposing neighborhood business uses which will complement the residential uses approved in the first phase of the development, providing services that are commonly desirable for residents both in the development and within proximity of the development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. The applicant is not proposing to modify or waive any requirements from the approved PUD, they are proposing to change the commercial uses in the neighborhood business area and the use layout that was shown in the original PUD. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. This development will continue to utilize existing connections to the public roadways. Driveways into the commercial areas will come off the existing private drive and from Inca Street NW. The owner's association documents may need to be amended for maintenance, etc. for these parcels. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development Amendment for Andover Crossings on the above legally described property with the following conditions: 1) Applicant shall address all staff comments and outside agency comments related to the Preliminary Plat, Commercial Site Plans, and all applicable permits to the satisfaction of the City. 2) The applicant shall obtain all necessary permits from appropriate agencies. 3) Upon approval of Andover Crossings R Preliminary Plat, it shall be incorporated into the PUD. 4) This PUD Amendment is contingent upon approval of the Andover Crossings H Preliminary Plat approval. 5) The following changes to the previously approved PUD uses shall be permitted, any items not addressed within this resolution shall adhere to City Code: a) The .92 -acre commercial lot with restaurant and drive-thru shall change to a 2 -acre lot with automobile service station. b) The 2.75 -acre commercial lot with retail building shall change to a 1.72 -acre lot with retail building. c) The 1.19 -acre commercial lot with retail building shall change to a 1.16 -acre lot with retail building and possible drive-thru. The drive-thru shall require a separate CUP review process. 6) All lots shall follow and adhere to the Commercial Site Plan process and review, and city comments related to said review shall be appropriately addressed. 7) Future plans for the commercial sites which are conditional uses in the City Code shall require a separate Conditional Use Permit (CUP) review process. 8) If the City Council determines that no significant progress has been made in the first twelve (12) months after the approval of this resolution, the PUD will be null and void. 9) Owners Association documents are updated. Adopted by the City Council of the City of Andover on this 19' day of November 2024. CITY OF ANDOVER ATTEST: Sheri Bukkila, Mayor Michelle Hartner, City Clerk 10 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY COLLIERS ENGINEERING, AND LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Outlot A, Andover Crossings WHEREAS, the subject property of Outlot A, Andover Crossings is part of an approved Planned Unit Development (PUD) known as Andover Crossings, which was approved by the City Council of Andover through Resolution R003-22 on January 4, 2022, and; WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) Amendment to amend the previously approved Planned Unit Development layout and commercial uses, and; WHEREAS, the Planning and Zoning Commission held a public hearing for the request, at their meeting on November 12, 2024, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City, and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development Amendment request with conditions, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and; WHEREAS, the City Council of Andover disagrees with the recommendation of the Planning Commission and the City Council has determined that said request does not meet the criteria of City Code and 13-3-9 because: 1. 2. 3. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby deny the Conditional Use Permit on the above legally described property for a Planned Unit Development Amendment for Andover Crossings due to the following findings: 1. 2. 11 0 Adopted by the City Council of the City of Andover on this 19' day of November 2024. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Sheri Bukkila, Mayor 12 CHAPTER 3 PLANNED UNIT DEVELOPMENT (PUD) SECTION: 13-3-1: Purpose 13-3-2: Utilization of PUD 13-3-3: PUD Concept Review 13-3-4: Uses 13-3-5: Density 13-3-6: Zoning And Subdivision Standards And Requirements 13-3-7: Approval Process 13-3-8: Fees And Costs 13-3-9: Findings Required 13-3-10: Revisions And Amendments 13-3-11: Desirable PUD Design Qualities 13-3-12: Approval Of Planned Unit Development 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) 13-3-2: UTILIZATION OF PUD: Planned Unit Development (PUD) regulations may be allowed by the City Council to be applied and/or utilized for all developments including the following: townhomes, single- and two-family homes (both urban and rural), apartment projects, multiuse structures, commercial developments, industrial developments, mixed residential and commercial developments and similar projects. (Ord. 298, 8-4-2004) 13-3-3: PUD CONCEPT REVIEW: Any person or persons who may apply for a PUD may request a concept review with respect to land which may be subject to a PUD. The purpose of a PUD concept review is to afford such persons an opportunity, without incurring substantial expense, to have the general feasibility of a PUD proposal considered. PUD concept reviews shall follow the sketch plan procedures provided in Section 11-2-1 of this code. (Ord. 298, 8-4-2004) 13-3-4: USES: Planned Unit Developments shall be required to conform to the permitted and conditional uses set forth in Title 12 of this code pertaining to the applicable zoning district. (Ord. 298, 8-4-2004) 13-3-5: DENSITY: The density of residential developments shall be required to conform to the applicable land use district. (Ord. 298, 8-4-2004) 13-3-6: ZONING AND SUBDIVISION STANDARDS AND REQUIREMENTS: All standards and provisions relating to an original zoning district shall apply, unless otherwise approved as a part of the PUD. All standards may be modified or waived provided the applicant demonstrates harmony with the purpose of the PUD and the findings described in Section 13-3- 9 of this chapter. (Ord. 298, 8-4-2004) 13-3-7: APPROVAL PROCESS: An applicant for a PUD shall submit in the application all of the material required by this chapter. Each PUD requested must adhere to the following process: A. Permitted and conditional uses shall follow the Conditional Use Permit procedures provided in Section 12-14-6 of this code to establish the development standards for the PUD. These uses shall also complete the commercial site plan process once the Planned Unit Development has been approved. (Amd. 2/20/07, Ord. 341) B. Applications involving the subdivision of land shall complete a preliminary and final plat under the procedures provided in Title 11, "Subdivision Regulations", of this code. (Ord. 298, 8-4-2004) 13-3-8: FEES AND COSTS: Applications for a PUD shall be filed at the office of the City Planner along with a nonrefundable application fee for the approval process specified in Sections 13-3-3 and 13-3-7 of this chapter in the amount established by the City Council to defray administrative costs. (Ord. 298, 8-4-2004) 13-3-9: FINDINGS REQUIRED: In order for a PUD to be approved, the City shall find that the following are present: A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. (Ord. 298, 8-4-2004) 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. F. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit Development are beneficial and in the public interest to allow the development to be approved. A substantial amount of the design qualities identified in Section 13-3-11 of this chapter shall be found to be present in order to approve a PUD. The amount of amenities and type of qualities that constitute an acceptable PUD are at the sole discretion of the City Council to determine. (Ord. 298, 8-4-2004) 13:3-13: REDEVELOPMENT PUDs: A property owner may apply for a redevelopment PUD for their property, if the property meets the criteria outlined in this section. Such redevelopment PUDs shall only be used for lot splits. PUDs on all other subdivisions shall follow the normal PUD requirements laid out in this chapter. All provisions of City Code chapter 13-3 shall apply to redevelopment PUDs except for section 13-3-11. A redevelopment PUD may be permitted if the subject property meets the following standards: A. The existing principal structure on the property is at least 30 years old, or does not meet current building codes, or has a blighting effect on the surrounding neighborhood, and will be removed as part of the redevelopment of the property. B. The houses built on the new lots would be similar in size and architectural design to those in the surrounding neighborhood. Architectural plans must be included in the application for a redevelopment PUD and approved by the Council. (Amd. 2/20/07, Ord. 341) vTR Site Location-7th Avenue NW / Bunker Lake Blvd. NW (Parcel ID: 30-32-24-43-0072) Date Created; October 29, 2024 Disclaimer: The provider m6?es no representation or warranties with respect to the reuse of th;s ooto. Red Shaded Area: CUP for Gas Station Blue Outlined Area: Planned Unit Development and Preliminary Plat © CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R003-22 A RESOLUTION APPROVING THE CONDITION USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY LGA ANDOVER, LLC (OWNER), PRESENTED AS ANDOVER CROSSINGS, LEGALLY DESCRIBED AS: The Southwest Quarter of the Southeast Quarter of Section 30, Township 32, Range 24, Anoka County, Minnesota, except that part thereof lying south of the south line of Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 and its westerly extension. And except Parcel 1, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 22 And except Parcels 20 and 20A, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 82 WHEREAS, LGA ANDOVER, LLC has requested a Conditional Use Permit for a PIanned Unit Development (PUD) for Andover Crossings, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approyal of the Conditional Use Permit / Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: I. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The most recent Comprehensive Plan shows this property as part neighborhood commercial and Urban Residential High Low. 2018 Comprehensive Plan Goats that may be relevant which are found in Chapter 1: Foundation of the Comprehensive Plan. Overarching Goals, Objectives and Policies Goal 1: Maintain and enhance the quality of life in Andover Land Use Goals, Objectives and Policies Goal: Encourage appropriate economic growth and redevelopment. Goal: Reduce maintenance and energy costs for public facilities and infrastructure. Housing Goals, Objectives and Policies Goal: Provide a variety of housing types to accommodate the life cycle needs of all residents. Goal: Remain responsive to housing market demands through implementation of the Land Use Plan Transportation Goals, Objectives and Policies Goal: Provide a safe and efficient transportation system that is cost effective and serves the existing and future access and mobility needs of the City. Goal: Minimize impacts of the transportation system on the natural environment. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The applicant is proposing residential uses on one side of the roadway and commercial on the other side. The applicant will construct three access points to the development, a right-inlright-out at Bunker Lake Blvd, a full signalized intersection at 7`h Avenue and a right -in only at 7h Avenue. The applicant will utilize a density averaging to achieve the overall desired density of 20 units per acre with the residential development. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. Each deviation to the residential requirements will allow for a higher density within the range allowed by the comprehensive plan. The deviations to parking will still keep into similar to our surrounding communities such as Blaine. The deviation to height will allow for the apartments to have more of a residential look vs, a flat roof. The PUD allows flexibility in design and allows for the apartment to be constructed. The lot area deviation allows for the ability to achieve the density identified in the Comprehensive Plan. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. r This development will construct a roadway providing connections to 7s' Avenue 'k) and Bunker Lake Blvd. The applicant intends to utilize electronic signage at the intersection of 71t' Avenue and Bunker Lake Blvd. allowing for each business and also the apartments and Senior Living facility to utilize. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development for Andover Crossings on the above legally described property with the following conditions: 1. Applicant shall address all staff comments related to the Preliminary Plat, Commercial Site Plans, and all applicable permits to the satisfaction of the City. 2. Upon approval of Andover Crossings Preliminary Plat, it shall be incorporated into the PUD. 3. The following deviations shall be permitted within the PUD, any items not addressed within this resolution shall adhere to City Code: Pro osed Conce tual PUD Standards Proposed Propose City Code Cit' Code Residential Commercial No. Item Standards: N12 Standards: NB t 14 B 1 Lot Width 150' 150' 1501+ 1501+ 2 Lot Depth 150' 150' 1501+ 1501+ 4,000 - 5,000 ss f_ 2,692 - 3,226 s1 3 Lot Area per bedroom 22,500 s.f pe, bedroom„ 22,500+s,f, 40' (.Apts.) 4 IFront Yard Setback 40' 40' 40' (.Assisted) 5 Side Yard Setback 30' 10'130' 30' 10'/30'+ 6 Rear yard setback 30' 40' 30'+ 401+ 7 Setback County Road 50' S0' 40' - 46' (Assisted) 50'+ Max Lot Coverage 8 (structure) 30°' 40% 20-25% 6-19% 9 Right of Way 60' 60' 60' 60' 10' 10' 9' -underground 10 Parking Stall Width 10' 10' (Apts.) Number of undergrounds 11 garage parking stalls I per unit NIA 1 per unit (Apts.) NIA 2.5 per unit (Apts.) 2.0 per unit (.Apt/.) 12 Number of Parking Spaces 1 /.5 (_Asst. LtgJ caries .78 !.22 (-Assisted) _ 13 Shared access (commercial) NIA NIA Shared 202 -Front (internal road) - (Apts.) 10' -internal road 20' - Front 20' -Front 20' - Countc Road 5' - internal 20' -ROW 20' -ROW ROW shared drive�va}'s 10'- Side int. 10' - Side int. 10' - Side int. 10' - County 14 Parking Setbacks 10' -Rear 10' -Rear 10' - Rear Road ROLA; 15 Building Height 35 35 39' S” (Apts.) 35 F` 4. The applicant shall be responsible for access approval by Anoka County Highway Department and construction costs associated with the access. ® 5. The applicant shall obtain all necessary permits from appropriate agencies. 6. All lots shall follow and adhere the Commercial Site Plan process and review, and city comments related to said review shall be appropriately addressed. 7. This PUD is contingent upon approval of rezoning of the property, and Preliminary Plat approval. 8. Any drive through presented at time of the Commercial Site Plan shall request a separate Conditional Use Permit for said drive through and follow the appropriate CUP process. 9. If the City Council determines that no significant progress has been made in the first twelve (12) months after the approval of this resolution, the PUD, will be null and void. 10. Adjust the Front yard setback for the Assisted Living Memory Care to meet the minimum front yard setback of 40 feet. 11. An Owners Association is created. Adopted by the City Council of the City of Andover on this 4ch day of January, 2022. CITY OF ANDOVER ATTEST:- eri B�1 ' a, Mic elle Harmer, Deputy City Clerk \] ii Right Ir Right0t `1 U Q i 91 Existing Lighted Intersection SITE AREA CALCULATIONS Proposed Full Total Site Area = 18.76 Acres 1Acoess Lighted 4 InlClaeefbn - ••Demo % This devebpment repu:res N CWgecLgn Ihru the Centerpoinl Energy property. A mad connectron will be made though the ROW alignment shown. That agreement will be fina'Led upon Proposed ROW = 1.34Acres approval of this plan. Housing Land Uses 8.45 Acres ..... .... _. Commercial Land Uses 5.78Acres: 1.Aft AIM Amr_ 91 Existing Lighted Intersection '"- 314 lntersee'.sn l., . ,i 350'to'Arest bmn:,-:: Sm.d.'.ir:nance -- Bunker Lake Boulevard ANDOVER CROSSINGS _'M $• DEVELOPMENT PUN I l.,,sro.rdr. ARCHITTC"I'UR —i SITE AREA CALCULATIONS Total Site Area = 18.76 Acres Welland Area 3.19Acres ' Proposed ROW = 1.34Acres Housing Land Uses 8.45 Acres ..... .... _. Commercial Land Uses 5.78Acres: '"- 314 lntersee'.sn l., . ,i 350'to'Arest bmn:,-:: Sm.d.'.ir:nance -- Bunker Lake Boulevard ANDOVER CROSSINGS _'M $• DEVELOPMENT PUN I l.,,sro.rdr. ARCHITTC"I'UR —i 3421 Paesanos Pkwy, Ste. 200 San Antonio Texas 78231 Main: 877 627 3772 TBPLS Reg. 10194550 • TBPE Reg. F-14909 • TBPG 50617 September 26, 2024 City of Andover 1685 Crosstown Blvd N.W. Andover, MN 55304 Holiday Station5tores - Bunker Lake & 7th Ave. Planned Unit Development Amendment To whom it may concern, RECEIVED OCT 0? 2021 CITY OF ANDOVER We would like to respectfully request an Amendment to the record Planned Unit Development for Andover Crossings (copy included with this request). This proposed Amendment is to update the uses on the three lots located within the 4.87 -acres called out as Outlot A on the Andover Crossings Final Plat (copy included with this request). The uses were previously noted as a 0.92 -acre lot to include a Restaurant with drive-through use, a 2.75 -acre lot to include a 22,600 SF retail use, and a 1.19 -acre lot to include an 8,400 SF commercial use. The amendment will now include a change from the 0.92 -acre lot to a 2 -acre lot. The previous use on this lot is proposed to change from a restaurant with drive-through to an Automobile Service Station. There are no deviations from the standards in the City Zoning Regulations for the Automobile Service Station and all requirements per code are intended to be met. In addition, there are no deviations from the standards set forth under the previously approved PUD for Andover Crossings. Per code, an Automobile Service Station, Bulk Fuel Storage greater than 1,000 -gallon storage capacity, and outdoor display, storage, and sales require a Conditional Use Permit within the NB Zoning. A separate Conditional Use Permit application will be submitted for these items. The 2.75 -acre lot will be changed to a 1.716 -acre lot. The use for this proposed lot remained the same as retail use. The area for the amended retail building has changed from 22,600 SF to 8,621 SF. The use is for a general retail trade and services building which is permitted within the existing zoning. All code requirements for this retail lot are intended to be met. The 1.19 -acre lot will be changed to a 1.156 -acre lot. The original proposed use was for an 8,400 SF two-story commercial development. The deviation from the original use is now a 6,896 SF Retail use that includes a Coffee Shop with a drive through. This use will require a Conditional Use Permit for the portion of the Coffee Shop development that will have a KFW Engineers + Surveying is now Colliers Engineering & Design Accelerating success. — Project No. 23006343A October 3, 2024 Page 2 12 Colliers drive-through under the NB zoning. Please refer to the attached PUD Amendment exhibit which also includes the two existing storm ponding areas that will serve these three uses. In our professional opinion, the request for the PUD Amendment remains in harmony with the spirit and intent of the city code as it will not adversely affect the health, safety, or welfare of the public and meets the criteria for granting a PUD Amendment as outlined below. • The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. • The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. • The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of the record PUD for Andover Crossings. • The PUD is of composition, and arrangement that its construction, marketing, and • operation are feasible as a complete unit without dependence upon any subsequent unit. We appreciate your time and consideration of this request. If you should have further questions or require additional information, please feel free to contact me using the contact information below. Sincerely, Colliers Engineering & Design, Inc. Jaime Salinas, P.E. Project Manager Email: laime.Salinas(�Kollierseng com Phone: (210) 979-8444 Sv Efs PUKE eDODL�ARD uw II I I I li 6 30 0 30 60 SaLE wa Nff OF uu ae Collies Engineering & Design µ colllareenglnaadng.com Formerly Known as Mw yXoRRMV0.5fli PRELIMINARYPLAT ENGINEERING PLANS FOR LGAANDOVER, LLC RLOCK1 IAT �,3, 8, 4 CITY OF ANDOVER -- ANOKACOUNTY MINNESOTA SWA 0,aonFW, Engi seting NvnamY�%nw & Deslgn SITE PLAN ,.,n..w. C3 J LINEANO LURVETRBLE LINE MCURVEp LENGTH DIRECTIDNNELTA RADIUS L1 51.296 N26'39626YE Cl 2MA66 M,23 IMM Collies Engineering & Design µ colllareenglnaadng.com Formerly Known as Mw yXoRRMV0.5fli PRELIMINARYPLAT ENGINEERING PLANS FOR LGAANDOVER, LLC RLOCK1 IAT �,3, 8, 4 CITY OF ANDOVER -- ANOKACOUNTY MINNESOTA SWA 0,aonFW, Engi seting NvnamY�%nw & Deslgn SITE PLAN ,.,n..w. C3 J 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council COPY: Dave Berkowitz, Interim City Administrator/City Engineer Joe Janish, Community Development Director4w FROM: Peter Hellegers, City Planner SUBJECT: Consider a Preliminary Plat — Andover Crossings II — located at Bunker Lake Blvd. NW and 7`^ Avenue NW — (PID# 30-32-24-43-0072) - Colliers Engineering and Design (Applicants) - Planning DATE: November 19, 2024 INTRODUCTION The City Council is asked to consider a Preliminary Plat for the undeveloped property at the northeast comer of 71 Avenue NW and Bunker Lake Boulevard. This property was left as Outlot A in the Andover Crossings plat, therefore the property needs to be platted prior to being developed. This is the second of three items for the properties in this area on the agenda for this evening. The Planned Unit Development and this Preliminary Plat are for the area outlined in blue on the map on the following page. There is also a CUP application for an automobile service station (gas station) which would just impact the most northerly portion of this property shown in red on the map on the following page. Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. The property is part of an area with an approved Planned Unit Development. Street Access Public street access to development would be provided from Inca Street NW and from a northbound right - turn shared access drive that runs between the Taco Bell site and the northern edge of this site. Sewer and Water Access City Water and Sewer were already brought to the area with the development of the first phase of the development. Lower Rum River Watershed Management Organization (LRRWMO) The property is located within the Lower Rum River Watershed. The City of Andover continues to have correspondence with the LRRWMO and the applicant with regard to their permit. 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 Tree preservation and landscaping were reviewed as part of the original PUD and specific landscaping will be reviewed by ARC as part of the Commercial Site Plan process for each of the individual commercial lots. Park and Recreation Commission Recommendation The Park and Recreation Commission reviewed the plat as part of the original planned development and recommended cash in lieu of land. Lots As presented all the lots meet the minimum lot width, depth, and area requirements of the City of Andover: Public Hearing Notice Properties within 350 feet of the project received legal notices by mail. A notice was published in the Anoka County Union Herald. Two public notification signs were placed on the property, one near the comer of 71 Avenue and Bunker Lake Blvd and the other on Inca Street NW. PLANNING AND ZONING COMMISSION / PUBLIC HEARING — November 12, 2024 The Andover Planning Commission conducted a public hearing on the proposed Preliminary Plat request at their meeting on November 12, 2024, preceded by notice as required by law. At the conclusion of the public hearing the Planning Commission recommended approval of the proposed Preliminary Plat. Commissioners inquired about the reason for the plat. City staff noted that the plat was required as the site was left as an Outlet in the Andover Crossings plat and therefore needed to be platted into Lots and Block prior to development. City Requirement Lot 1 Lot 2 Lot 3 Lot Area .52 acres 22,500 s 2.0 acres 87,106 s 1.7 acres 74,754 s 1.2 acres 50,343 s Lot Width 150 ft 330 ft 180 ft 170 ft Lot Depth 150 ft 260 ft 440 ft 295 ft Public Hearing Notice Properties within 350 feet of the project received legal notices by mail. A notice was published in the Anoka County Union Herald. Two public notification signs were placed on the property, one near the comer of 71 Avenue and Bunker Lake Blvd and the other on Inca Street NW. PLANNING AND ZONING COMMISSION / PUBLIC HEARING — November 12, 2024 The Andover Planning Commission conducted a public hearing on the proposed Preliminary Plat request at their meeting on November 12, 2024, preceded by notice as required by law. At the conclusion of the public hearing the Planning Commission recommended approval of the proposed Preliminary Plat. Commissioners inquired about the reason for the plat. City staff noted that the plat was required as the site was left as an Outlet in the Andover Crossings plat and therefore needed to be platted into Lots and Block prior to development. CITY COUNCIL REQUESTED ACTION The City Council is asked to receive the recommendation of the Planning Commission, and materials presented as part of the application and consider approval of the proposed Preliminary Plat to be known as "Andover Crossings II." Respe;egac s ed, Peterr , City Planner Cc: Jaime Salinas, Colliers Engineering (email only) Nick Parker, Colliers Engineering (email only) Blaine Waters LGA Andover, LLC (email only) Attachments Draft Resolution of approval Draft Resolution of denial Location Map Staff Review Comments Preliminary Plat Plan rd CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "ANDOVER CROSSINGS II" FOR PROPERTY, LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Outlot A, Andover Crossings WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested approval of a preliminary plat for Andover Crossings II to replat that portion that was Outlot A from Andover Crossings and; WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and; WHEREAS, the Planning and Zoning Commission held a public hearing for the request, at their meeting on November 12, 2024, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and recommends approval of the Preliminary Plat, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and determined that said request does meet the criteria of City Code, 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 Andover Crossings II with the following conditions: 1. City of Andover staff comments dated November 1, 2024, 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. Appropriate easements shall be provided. Separate documents shall be required for each lot, to be recorded with the final plat. Adopted by the City Council of the City of Andover on this 19' day of November 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA fCi7 A RESOLUTION DENYING THE PRELIMINARY PLAT OF "ANDOVER CROSSINGS II" FOR PROPERTY, LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Lot 1, Block 1, Andover Crossings II WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested approval of a preliminary plat for Andover Crossings II to replat that portion that was Outlot A from Andover Crossings and; WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and; WHEREAS, the Planning and Zoning Commission held a public hearing for the request, at their meeting on November 12, 2024, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and recommends approval of the Preliminary Plat, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and determined that said request does meet the criteria of City Code, and; WHEREAS, the City Council of Andover disagrees with the recommendation of the Planning Commission and the City Council has determined that said request does not meet the criteria of City.Code because: 1. 2. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby deny the Preliminary Plat of Andover Crossings II on the above legally described property due to the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 191 day of November 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor ow Site Location -7th Avenue NW / Bunker Lake Blvd. NW (Parcel ID: 30-32-24-43-0072) Date Created: October 29, 2024 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. Red Shaded Area: CUP for Gas Station Blue Outlined Area: Planned Unit Development and Preliminary Plat 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Jaime Salinas, Colliers Engineering FROM: Peter Hellegers, City Planner SUBJECT: Review #2 - Comments for Holiday at Andover Crossings: Commercial Site Plan (CSP), Conditional Use Permit (CUP), Preliminary Plat, and Planned Unit Development (PUD) Amendment for the property at 142xx Inca St NW (PID: 30-32-24-43-0072) DATE: November 1, 2024 City staff has completed a review of the submittals stamped received on October 7, 2024, for the Commercial Site Plan, Conditional Use Permit, Preliminary Plat, and amendment to the Planned Unit Development for Andover Crossings. City staff conducted a completeness review of the CUP, Preliminary Plat and PUD and found that all required materials had been submitted and your application is complete for review. Pursuant to Minnesota State Statute 15.99, the 60 -day deadline for those applications is December 6, 2024. Staff also reviewed the Commercial Site Plan and there are several items that still need to be addressed before the Commercial Site Plans can be approved. Staff have provided the following questions and review comments on the proposed plans. Engineering Department Engineering Department comments for Review 92 are attached Fire Department Fire Department comments from Review 42 are as follows: A. Holiday Review #2: no new comments at this time. B. In regard to the plans for Andover Crossing II. I would like to see the truck driving template applied to the entire parking lot. Possible additional fire hydrants may need to be discussed. Planning Department Planning Department comments from Review #1 are as follows: I. Preliminary Plat C. Sheet 1 of 2 for the Preliminary Plat (Honsa Surveying) includes references to the plat as "Holiday Station Store Andover" but the plat is titled Andover Crossings II. II. General / Miscellaneous D. Please note the materials to be used for the gates on the trash enclosure shown on the legend of sheet A2.2. The materials for the trash enclosure will need to match the building materials from sheet ACI.1 and the gates will need to be opaque. E. Additional comments pending further/additional review Please note thatitis a requirement that the Developer responds to each of these items in writing when re -submitting the revised plans/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 me at p.hellegers(cDandovermn.gov or 763-767- 5147. Sincerely, Pz?�4 N Peter Hellegers City Planner 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV AIEMOAPAa®UM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: October 29, 2024 REFERENCE: Holiday Station / Commercial Site Plan / Review #2 The following comments are regarding Review #2: 1. (Review #1) Need to obtain the necessary permits from the Lower Rum River WMO (Grading, Storm Water Design and Erosion Control), MPGA and MGF=g (Sanitary Sewer MDH (Water Main), and/or any other agency that may be interested in the site. Provide copies of permits to City. Comment kept for tracking. LRRWMO permit applied for. ACHD no comments, provide copy of permit to City. 2. Refer to attached redlined 0&M agreement for necessary revisions. 3. (Review #1) Sheet C001: There's an existing sanitary sewer stub missing as circled in the redlines. Not done. Response stated it was added to the plans but is missing from Sheet 2 as originally marked up. See redlines for location. 4. Sheet C100: Angle sidewalk near east entrance to Inca Street to avoid the 90 degree bend. Review if 25' monument sign needs to slide slightly to provide room for sidewalk. 5. Sheet C110: Extend a 6" watermain stub to the south property line to loop with parcel to the south. Not done. Stub intended for looping watermain providing redundant service to Holiday site as well as lots to south. It is not intended as the primary service for lots to south. 6. (Review #1) Sheet C110: The outlet for Pond IB -CI needs to provide skimming with a reverse grade pipe into a manhole, refer to City Details 417F or 418F. Extend FES -3 to 871.5 to provide skimming out of pond. Update storm sewer table accordingly. 7. Sheet C110 and C503: Storm sewer pipe past first pipe run (CB leads) shall be a minimum of 15" diameter. Revise pipes out of ST IM #02 and ST IM #05 as redlined. Update storm sewer pipe sizing calculations as well. Add note to flared end detail on sheet C503. 8. Sheet C110: All proposed sump structure elevations are listed as 4' below the rim elevation. They should be 4' below the outlet elevation. 9. Sheet C110 and all applicable sheets: Revise Pond IC -132 NWL to 872.97, consistent with as- builts for basin outlet. Also update basin HWL per revised stormwater calculations. 10. Sheet C110: Revise Pond IB -CI NWL to 873.26, consistent with the proposed IE for the Pond Skimmer structure. Also update basin HWL per revised stormwater calculations. 11. Sheet C110: HDPE flared ends are proposed for all locations. This is OK, however, make note that they need to be ground anchored per manufacturers recommendations to avoid floating. Also, trash guards shall be installed and attached to FES. 12. Sheet C120: Smooth out pond contours for Pond IB -C1 where they depict a ridge along north side and V shaped valley in southeast corner. 13. Sheet C501: Fill out Detail 417F information for Pond IB -C1 outlet. 14. Carry all comments for "Development' plan set to "Preliminary Plat Engineering" plan set. 15. (Review #1) When site grading is completed an as -built grading plan shall be submitted to the City for review using Anoka County coordinates and elevation datum. Developer's engineer shall certify that the site is in compliance with the approved grading plan prior to City approval. Comment acknowledge, kept for tracking purposes. 16. Identify in comment letter any changes made to plans since previous submittal not addressed in response comments. 17.Additional comments pending further review. The following Comments are regarding the Stormwater Report Review #2: 1. (Review #1): It is recommended to concurrently submit drainage submittals to the City and Lower Rum River Watershed Management Organization for review. As Pond IC -B1 discharges into Anoka County storm sewer system, the stormwater model and plans need to be submitted for their review as well. Anoka County provided approval. LRRWMO permit submittal is under review. LRRWMO review comments are attached for reference and must be addressed with next submittal. Note under LRRWMO Comment 7 the DWSMA is for the City of Anoka, not Andover. 2. (Review #1) For IB -C2, verify the contour areas. How did the 876 contour area increase by 1500+/- SF when filling a portion of this contour with the wall is proposed? Response stated Pond IB -C2 is being regraded to have more volume than the pond shown with previously approved SWMP for Andover Crossing. However, the only location showing grading expansion is the extreme northeast corner of Pond IB -C2, and this doesn't account for the reduction in the pond volume due to the proposed wall encroaching into the pond. Verify the pond stage -storage contour information and update accordingly in the stormwater model. It is OK to encroach into existing pond volume as long as the basin HWL does not exceed that as determined in the original SWMP for Andover Crossings of 875.46. 3. On the first page of the report as well as Exhibit B1 update flows based upon model revisions. 4. Pond iB-C1 in the stormwater model has NWL inconsistent with the plans. Make sure plans and model match.Set Weir Structure A (the EOF) in the model at the HWL if it changes with revisions. 5. Revise Pond IC -B2 outlet and weir elevations in stormwater model to match attached as -built. Update revised HWL accordingly in plans if it changes. 6. The HWL calculated for IB -C2 on the Hydrograph No 11 (page 27) is inconsistent with the plans. Update plans accordingly. 7. Per City standards, 12" storm sewer pipe (not including roof drains) is only allowed as the first pipe leaving a CB, beyond that minimum pipe size shall be 15" or larger. This impacts pipe runs 8 and 21 in Hydraflow tables. In addition, each of these pipes are surcharged, also requiring a larger pipe diameter. Revise pipe sizes according and update plans and model output tables. 8. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing [get digital copy from City and type responses below original comment) when re -submitting the revised plans to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. KNOW NL PERSONS BY THESE PRESENT: THAT LGA ANDOVER, LLC., A MNNESOTA U.TED VPBRHY COMPNtt, OWNER OF RTE FOLLOWWO DESCRIBED PROPERTY: OUROT q ANDOVER CROSSINGS ACCORDING TO ME PUT ON FIE AND OF RECORD IN ME OMCE OF ME COUNTY RECORDER, MOM TY COUN, MINNESOTA WS CAUSED ME SAME TO BE SURWEED AND PUTTED AS HOUDAY STATOR STORE PMCOYFR AND DOES HEREBY DEDICATE TO ME PUBUC FOR PUBLIC USE ME PUBUC WAY AND ME DPAW&E AND MATY EASEMENS. IN WITNESS WHEREOF SAID LW ANDWER, LLC., A MINNESOTA UMITED IUBIUIT COMPANY, HAS CAUSED MESE PR6FN R TO BE SIGNED BY OS PROPER OFFICER THIS _ My OF . 2024 SIGNED: LGA, PNOOYTR. LLC BY JAMES M. WATERS, CHIEF MANAGER STATE OF MINNESOTA COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS _ MY OF 2024, BY JNAES M, WATERS, CHIEF= OF LW ANDOVER LTL., A MINNESOTA UNDOES UABILRY COMPANY, ON BENNE OF ME COMPANY. (SIGNATURE) NOTAR( NAME PRINTED) NOTMY PUSUC W COMMISSION EXPIRES WAYS ARE SHOWN MO ME EO ON THIS PIAT. DATED THIS DAY OF 2024. BY OENMS M. HONSA, UCENEEO LAND SURAEYOR MINNESOTA UCENSE NO. 22440 STATE OF MINNESOTA COUNTY OF THIS INSTRUMENT WAS ACKNOWTEDGED BEFORE ME ON THIS DAY OF 2024, BY DENNIS M. HONSI (SIGNATURE) NOTARY NAME (PRINTED) NOTARY PUBUC MY COMMISSION EXPIRES ANDOVER CROSSINGS II COY COUNCIL CRY OF ANDOVFA, MINNESOTA THIS PUT OF HOLIDAY STATION STORE ANDOVER WAS APPROVED AND ACCEPTED BY ME COY COUNCIL OF SNE CRY OF 4NDOWJR, MINNESOTA AT A REGU4R MEETING THEREOF HELD THIS _ MY OF 2024, AND SND PUT IS IN COMPLIANCE WON ME PRONSIONS OF MINNESOTA STATUTES, BECTON BOOM, BUBO. 2 COY COUNCIL CRY OF MDOJER, MINNESOTA SY. SY: COUNTY SURVEYOR I HEREBY CERTIFY THAT IN ACCORDANCE WITH MINNESOTA STATUTES. SECTOR 505.021. SUN). 11. THIS PUT HAS BEEN REVIEWED AND APPROVED THIS 04Y OF 2024. SY, PAID M. ZIEGIMEIER MOM COUNTY SURVEYOR COUNTY AUDROR/TRFISURER PURSUANT TO MINNESOTA STATUTES, SECTON 505.021, SUED. 9, TAXES PAYABLE IN ME YEAR 2024 ON ME LAND HEREINBEFORE DESCRIBED MME BEEN PAID. ALSO. PURSUANT M MINNESOTA STATUTES, SELTON 27212, MERE ME NO DELINQUENT TAXES AND TRANSFQt ONERFD THIS _ DAY OF M20C B: B: PROPERTY TAX ADMINISRUTOfl COUNTY RECORDER/REGISTMR OF MlES COUNTY OF MOKq STATE OF MINNESOTA I HEREBY CERNFY THAT THIS PUT OF HOLIDAY STATION STORE ANDOVER WAS FRED IN ME OFFICE OF ME COUNTY RECORDER/REGISTRAR OF TITLES FOR PUBUC RECORD ON THIS _ DAY OF 2024, AT _ O'CLOCK �M. AND WAS DULY RECORDED M DOCUMENT NUMBER BY. COUNTY RECORDER/REGISRVR OF TITLES V. DEPUTY CITY OF ANDOVER COUNTY OF ANOKA SECTION 30, TVP. 32, RGE. 24 RECEIVED OCT J 2024 CITY OF ANDOVER HONSA SURVEYING 1592 PAGRC AVENUE. ULAN. MN (651) 492-6325 CIN OF ANDOVER COUNTY OF ANOKA SECTION 30, TNP, 32, RGE. 24 VICINITP MAP rL_SrTE 1 _J CITY OF µpOYFT CCONTY OF ANOM SECTION 30, THP. 32 PGE 24 I I ANDOVER CROSSINGS II LEGEND I I O DENOTES INCH BY IS INCH IRON E MONUMENT SET 250.4,5 1 1 1 µ0 MNKED4 BY UCENSE HONEST 22440 µ MM D IEASEMENTS I 0 DENOTES 3/4 INCH IRON PIPE MONUMENT FOUND. (IF I 0 ME SHOWN MUS: MONUMENT HAS AN IOMPONG LICENSE NUMBER, .7 \p IDENTIFY 0 LICENSE NUMBER IS SHOWN ADIOINING THE 1 EO SMBOL). • ( NOT TO SCALE ) p F II tG o RICHT OF WAY PUT NO. 22. I S E^ 1 F�_ 5'IYbg�s, 1, THE SOLIDI LINE OF OAS TAG, µ�YER CROSSING IS ASSUMED TO HAVE A RENTING OF SOMI 89 j N OFLRE6 08 MINUTE 21 SECONDS WEST EASED ON F n. ♦_. 1 10 FEET IN 'MOM ADJOINING STREET TINES. 10 F NTNG STREET ' f I .. I I I GB I I F. — — _---- ogLrya_ ♦ \ \ OlFEET In Q\\ `F F-: \ SCAE: I INCH 30 FEEL {� ♦ CIN OF ANDOVER COUNTY OF ANOKA SECTION 30, TNP, 32, RGE. 24 VICINITP MAP rL_SrTE 1 _J CITY OF µpOYFT CCONTY OF ANOM SECTION 30, THP. 32 PGE 24 I I ANDOVER CROSSINGS II LEGEND I I O DENOTES INCH BY IS INCH IRON E MONUMENT SET 250.4,5 1 1 1 µ0 MNKED4 BY UCENSE HONEST 22440 µ MM D IEASEMENTS I 0 DENOTES 3/4 INCH IRON PIPE MONUMENT FOUND. (IF -------- _ ♦DRAINAGE I Fy ME SHOWN MUS: MONUMENT HAS AN IOMPONG LICENSE NUMBER, .7 \p IDENTIFY 0 LICENSE NUMBER IS SHOWN ADIOINING THE h I SMBOL). ( NOT TO SCALE ) p I IDENOTES CONTROLLED ACCESS PER .0.COUNTY HIGHWAY RGHT OF WAY PIAT NO. 82 µXA 0 MOCOUNTY HIGHWAY tG o RICHT OF WAY PUT NO. 22. I S E^ T Imn 5'IYbg�s, 1, THE SOLIDI LINE OF OAS TAG, µ�YER CROSSING IS ASSUMED TO HAVE A RENTING OF SOMI 89 j N OFLRE6 08 MINUTE 21 SECONDS WEST EASED ON NAD. 1983, 2011 AOJU.FM. 5 FEET IN WIDTH IAT TINES µD pl 10 FEET IN 'MOM ADJOINING STREET TINES. 10 F NTNG STREET I N9O00'00'EIO UNLESS OTHERWISE INDICATED AS SHOWN ON PUT I I I I GB I CIN OF ANDOVER COUNTY OF ANOKA SECTION 30, TNP, 32, RGE. 24 VICINITP MAP rL_SrTE 1 _J CITY OF µpOYFT CCONTY OF ANOM SECTION 30, THP. 32 PGE 24 I I 1 ' I I� I 1 1 1 \\\ LOT AREA 87.1 06 90. R. T Imn 5'IYbg�s, 1, N \ I N9O00'00'EIO — — _---- ogLrya_ ♦ \ \ OlFEET In Q\\ `F \ SCAE: I INCH 30 FEEL {� ♦ iy N9000'00'EH �u m\ \ N@9'08'161F 140.19 'J `' u, :��♦ �i�� /� '•__ im 10 FOOT DRAINAGE ART MIM EASERENI PER AHCO`M CROSSING i m A N9000WE \�6 q00'E N9OME '" I� `N-\� vL,y _ .25 NSTOO",101]9 �. v < \JbaJ -2t; J ••♦♦♦y J 1 al0 SG`#O X. N9700'06R f 324.12 pO Y.y}pt��eO� '�' B LOCK 48 1 I \ ;ma„ pie °f m \ ♦\\ f I I Ia I I 1 I o 'pm I I 3 I I " 2 LOL AREA _ 50.313 SD. IT. WD oLOT AREA . ]4,]54 SO. R. ,Y�i.tl �9♦" Df 1 I I I ' fio I ♦♦ I I 'I ' ♦♦ \ ♦♦ 1 2]9.43 ____ ____ ______________ FFR µ00VER CROSSING_ ___589'0_0'21'_X_________ ______ ____ ___]0 f00T_Q_RNIUGS AND U111M F/SEMFM ___ ___ ___ ♦� 5 SLOPE EASEMENT PER OOC N0. 2069393.006 &210]]20.002 -vv-v vv-vav-v-v-a-°v-v v-a-v-v-v-v-v-v-v-v-a3890827'W 6.6.2.4 RIGHT OF ACCESS viv,.,.,._i• LAKE rl, VAR ED ,. ,, .....:I`�T, ..T P,,Tr V!D ,,....,... �,i ,10. 1116 HONSA SURVEYING D ?CN T Y O F D OWE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • W W W.ANDOVERMN.GOV TO: Mayor and City Council COPY: Dave Berkowitz, Interim City Administrator/City Engineer Joe Janish, Community Development Director I FROM: Peter Hellegers, City Planner SUBJECT: Consider a Conditional Use Permit (CUP) — automobile service station with bulk fuel storage & exterior storage - Bunker Lake Blvd. NW & 7' Avenue NW — (PID# 30-32-24- 43-0072) - Colliers Engineering and Design (Applicant) - Planning DATE: November 19, 2024 The City Council is asked to review a Conditional Use Permit (CUP) for an Automobile Service Station with bulk fuel storage and exterior storage, for the subject property located in the northeast quadrant of 71 Avenue NW and Bunker Lake Blvd. NW. The subject property is currently guided for Neighborhood Commercial and zoned NB: Neighborhood Business. City Code 12-12 requires a conditional use permit for the proposed convenience gas station. Additional review criteria from the City Code are discussed in this report and relevant sections have been included as attachments. The project will also be required to complete the city's commercial site plan process to finalize the site plan. *The subject property is located at the northeast quadrant of 7" Avenue NW and Bunker Lake Blvd NW, shown as the area in red on the image below (south of 14254 Inca Street NW). Parking Parking for commercial uses varies depending on the use within the structure. Currently the applicant is providing two parking stalls at each of the eight pumps (2/service stall) plus 1 parking stall per 200 square feet of floor area for the retail/convenience store building. Parking is reviewed in commercial areas as each use obtains a permit for the building. While City Code 12-14-8 OFF STREET PARKING REQUIREMENTS provides a list of uses and parking ratios, some examples are provided below: Motor fuel station 4 spaces, plus 2 additional spaces for each service stall. Those facilities designed for sale of items other than strictly automobile products, parts or service shall be required to provide additional parking in compliance with other applicable sections of this title Retail store and service establishment 1 space for each 200 square feet of floor area Building Setbacks The proposed building, canopy and fuel pump islands will comply with the NB: Neighborhood Business Zoning District building setbacks required by City Code 12-3-5. Building Exterior Building and dumpster enclosure elevations are attached. Exterior building materials are primarily a tan "tuffblock" (fiber cement) cladding on all sides of the building. The north side (front) of the building includes two colors of "tuff block," with a ledgestone cladding base that wraps up the front comers of the building. The north side also has all the windows on the building. The building would also have a flat roof with parapet which may provide some screening of rooftop mechanicals, additional rooftop screening may be required. Logo signs are shown on all sides of the building and all signage will need to be reviewed by staff through a separate sign permit review process. Trash Enclosure The trash enclosure will be constructed from the same materials as the principal building to appear as part of the building and will include opaque gates to ensure the area is screened. The attached site plan and elevation illustrate the proposed trash enclosure. Rooftop Mechanical Equipment Any mechanical equipment mounted on the roof or ground will be required to be screened to comply with City Code 12-14-5. 2 Required Proposed City Requirement Proposed Site Stalls Stalls Fuel Pumps 2/service stall 8 service stalls 16 16 Retail Store 1/200 s.f. floor area 5,200 s.f. floor area 26 26 While City Code 12-14-8 OFF STREET PARKING REQUIREMENTS provides a list of uses and parking ratios, some examples are provided below: Motor fuel station 4 spaces, plus 2 additional spaces for each service stall. Those facilities designed for sale of items other than strictly automobile products, parts or service shall be required to provide additional parking in compliance with other applicable sections of this title Retail store and service establishment 1 space for each 200 square feet of floor area Building Setbacks The proposed building, canopy and fuel pump islands will comply with the NB: Neighborhood Business Zoning District building setbacks required by City Code 12-3-5. Building Exterior Building and dumpster enclosure elevations are attached. Exterior building materials are primarily a tan "tuffblock" (fiber cement) cladding on all sides of the building. The north side (front) of the building includes two colors of "tuff block," with a ledgestone cladding base that wraps up the front comers of the building. The north side also has all the windows on the building. The building would also have a flat roof with parapet which may provide some screening of rooftop mechanicals, additional rooftop screening may be required. Logo signs are shown on all sides of the building and all signage will need to be reviewed by staff through a separate sign permit review process. Trash Enclosure The trash enclosure will be constructed from the same materials as the principal building to appear as part of the building and will include opaque gates to ensure the area is screened. The attached site plan and elevation illustrate the proposed trash enclosure. Rooftop Mechanical Equipment Any mechanical equipment mounted on the roof or ground will be required to be screened to comply with City Code 12-14-5. 2 Traffic Circulation The site is designed to allow vehicles convenient access into the site from the shared access off 71 Avenue or from Inca Street NW. Internal circulation allows for easy access to the fuel pumps and parking area for the convenience store. In addition, since the PUD for this plan shows two future commercial sites to the south and southeast of the proposed the design of the site allows for traffic flow within the parking lots of each of the three commercial lots within this phase of the development instead of forcing the traffic back onto Inca Street. A driveway/access easement would be applied to the three parcels covering the two driveways to Inca Street NW and the main access lanes. Liquid Storage Tank City Code 12-12-2 requires that liquid storage tanks in excess of one thousand 1,000 gallons are required to obtain a Conditional Use Permit. The applicant is proposing to have 52,000 gallons in three underground storage tanks with a spill containment system. Hours of Operation City Code 12-12-4 requires the hours of operation to be regulated by the conditional use permit. The applicant is requesting that this facility be allowed to operate twenty-four hours a day, seven days a week. Lighting All lighting is required to be shielded to prevent glare. The applicant has proposed lighting to be recessed into the underside of the canopy and roof of the building as well as shielded pole mounted lights along the perimeter of the parking area. Additional details for each type of fixture are reviewed through the Commercial Site Plan process to ensure adequate shielding will be provided. Exterior Storage and Sales City Code 12-12-4 requires any exterior sales area be regulated by the conditional use permit. The applicant has requested approval of exterior sales similar to many of their other locations. This includes the potential for pallets of salt, washer fluid at the pump islands, as well as exterior ice chests for ice merchandising, cage for prefilled propane tanks (filled off site), Redbox kiosk, and Amazon lockers, on the north side of the building. Landscaping A preliminary landscaping plan is attached with the site plan. The proposed plant quantities exceed the requirements of City Code 12-13-6 as shown in the notes on that plan. The right -of- way trees shown along Jay Street need to be moved to make room for a sidewalk. Final adjustments to the landscaping plan will be made through the commercial site plan process. Signage Building signage is shown on the attached building elevations. Any signage on the gas canopy would also count against signed for the property. In addition, a 25' tall pylon sign is shown toward the northwest comer of the site. All signage will be reviewed through a separate sign permit process and sign permits will need to be obtained before signs can be placed on the property. PLANNING AND ZONING COMMISSION / PUBLIC HEARING — November 12,'2024 The Andover Planning Commission conducted a public hearing on the proposed CUP request at their meeting on November 12, 2024, preceded by notice as required by law. At the conclusion of the public hearing the Planning Commission recommended approval of the proposed CUP for an Automobile Service Station, with underground bulk fuel storage, and some exterior storage. Commissioners asked whether propane filling would be available at the site or just cylinders that were filled off-site. Commissioners also asked if all three of the driveway access points adjacent to the site would be paved and available for the utilization of the automobile service station use. City staff noted that there was no above ground propane filling station, just the cylinders in the cage at the front of the store. City staff also noted that the three driveway access points would be addressed through the Commercial Site Plan, and having all three open may be helpful for the flow of garbage trucks serving the site. CITY COUNCIL REQUESTED ACTION The City Council is asked to receive the recommendation of the Planning Commission, and materials presented as part of the application and consider approval of a Conditional Use Permit (CUP) Respe t 0s, ed, /?IPS - Pet e e City Planner Cc: Jaime Salinas, Colliers Engineering (email only) Nick Parker, Colliers Engineering (email only) Blaine Waters LGA Andover, LLC, 10700 Old County Road 15, Suite 285, Plymouth, MN 55446 / (& email) Attachments Draft Resolution of approval Draft Resolution of denial Location Map City Codes 12-12-2, 12-12-4, 12-14-3, and 12-14-5 Applicants Narrative Staff Review Comments Preliminary Site Plan Set / Elevations El CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT REQUESTED BY COLLIERS ENGINEERING, FOR AN AUTOMOTIBLE SERVICE STATION WITH BULK FUEL STORAGE AND EXTERIOR STORAGE AND, LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Lot 1, Block 1, Andover Crossings II WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested a Conditional Use Permit for an automobile service station with bulk fuel storage (underground) and exterior storage (pump islands and at the front of the store), and; WHEREAS, pursuant to published and mailed notice thereof the Planning and Zoning Commission has conducted a public hearing on said conditional use permit, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code and 12-15-7; and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit request, and; WHEREAS, the City Council of Andover received the recommendation of the Planning Commission, and has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and determined that said request does meet the criteria of City Code and 12-15-7, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit for an automobile service station with bulk fuel storage and exterior storage on the above legally described property with the following conditions: 1) Approval of the conditional use permit shall be contingent upon approval of the preliminary and final plat, completion of all conditions of approval and recording of the final plat with Anoka County. If any of these actions should fail to be successfully completed the conditional use permit shall be null and void. 2) The applicant shall be required to successfully complete a commercial site plan in compliance with City Code 12-15-4. 3) Applicant shall address all staff comments and outside agency comments related to the CUP, PUD, Preliminary Plat, Commercial Site Plans, and all applicable permits to the satisfaction of the City. 4) The applicant shall obtain all necessary permits from appropriate agencies. 5) The hours of operation shall be twenty-four hours a day, seven days a week. 6) Exterior storage shall be limited to pallets of salt, washer fluid at the pump islands, as well as exterior ice chests for ice merchandising, cage for prefilled propane tanks (filled off site), Redbox kiosk, and Amazon lockers, and small trash recycling containers the locations of these items to be approved by the City as part of the Commercial Site Plan. 7) .If the City Council determines that no significant progress has been made in the first twelve (12) months after the approval of this resolution, the PUD will be null and void. as defined in City Code 12-15-7D. Adopted by the City Council of the City of Andover on this 19`s day of November 2024. CITY OF ANDOVER ATTEST: Sheri Bukkila, Mayor Michelle Harmer, City Clerk CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION DENYING THE CONDITIONAL USE PERMIT REQUESTED BY COLLIERS ENGINEERING, FOR AN AUTOMOTIBLE SERVICE STATION WITH BULK FUEL STORAGE AND EXTERIOR STORAGE AND, LEGALLY DESCRIBED AS: PID: 30-32-24-43-0072, legally described as follows: Lot 1, Block 1, Andover Crossings II WHEREAS, Colliers Engineering on behalf of LGA Andover, LLC has requested a Conditional Use Permit for an automobile service station with bulk fuel storage (underground) and exterior storage (pump islands and at the front of the store), and; WHEREAS, the Planning and Zoning Commission held a public hearing for the request, at their meeting on November 12, 2024, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, pursuant to published and mailed notice thereof the Planning and Zoning Commission has conducted a public hearing on said conditional use permit, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code 12-15-7; and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit request, and; WHEREAS, the City Council of Andover has reviewed the request including all materials available at the time of review, including but not limited to the recorded meeting, agenda materials, presentation, and; WHEREAS, the City Council of Andover disagrees with the recommendation of the Planning Commission and the City Council has determined that said request does not meet the criteria of City Code and 12-15-17 because: 1. 2. 3. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby denv the Conditional Use Permit on the above legally described property for a Conditional Use Permit for an Automobile Service Station with bulk fuel storage and exterior storage due to the following findings: 1. 2. 3. Adopted by the City Council of the City of Andover on this 19' day of November 2024. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Sheri Bukkila, Mayor AR Site Location -7th Avenue NW / Bunker Lake Blvd. NW (Parcel ID: 30-32-24-43-0072) Date Created: October 29, 2024 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. Red Shaded Area: CUP for Gas Station Blue Outlined Area: Planned Unit Development and Preliminary Plat CHAPTER 12 REQUIREMENTS FOR SPECIFIC CONDITIONAL USES SECTION: 12-12-1: Two -Family Home Conversions (Splits) 12-12-2: Liquid Storage Tank 12-12-3: Exterior Storage 12-12-4: Automobile Service Station 12-12-5: Accessory Dwelling Unit (ADU) 12-12-1: TWO-FAMILY HOME CONVERSIONS (SPLITS): A. Two-family home conversions (splits) may be permitted following issuance of a Conditional Use Permit (which shall be reviewed and pertinent data regarding the unit shall be provided, including, but not limited to, submission of a survey setting out each individual lot and its location along said party wall). Each dwelling unit shall be provided with individual sewer stubs, individual wells or sources of water, separate power supply to each living unit, one hour fire separation between living units, and that a party wall agreement and covenant document, including an arbitration clause, shall be entered into by all affected parties. These upgrades to the structure and providing the city a copy of the party wall agreement and covenant documents by the applicant must take place prior to release of the resolution approving the two-family home split. B. In the event a two-family home is lacking the required garage space and/or the minimum housing unit size, the applicant must obtain a variance or bring the unit up to current standards. In the event a unit falls below the nine hundred sixty (960) square foot minimum and is more than fifty percent (50%) destroyed (as determined by the building official), the unit will be required to be rebuilt to meet the minimum of nine hundred sixty (960) square feet and also have a garage that meets the minimum size requirement. This would become a standard condition of any variance to structure size (if it were granted). If the building is improperly located on the lot such that it requires a variance to setbacks, a variance would be required to be granted or the unit will not be allowed to be split. (Ord. 8QQQQQQ, 10-1-2002) 12-12-2: LIQUID STORAGE TANK: A. Conditional Use Permit Required For Certain Materials: All uses, including pipelines associated with the bulk storage of oil, gasoline, liquid fertilizer, chemicals and similar liquids shall require a Conditional Use Permit in order that the governing body may have some assurance that fire, explosion or water or soil contamination hazards are not present that would be detrimental to the public health, safety and general welfare. All tanks that could contain hazardous and/or flammable liquids having a capacity in excess of one thousand (1,000) gallons shall be required to obtain a Conditional Use Permit and a permit from the Fire Department prior to installation. Exceptions are noted below. All public agencies (including school districts, city, county and state) shall be entitled to apply for a Conditional Use Permit for a tank regardless of the zoning district that they are located in. B. The governing body may require the development of diking around said tanks, suitably sealed, to hold a leakage capacity equal to one hundred fifteen percent (115°/x) of the tank capacity. C. Prohibitions All liquid storage tanks not listed as a Conditional Use in the Uses table (refer to Section 12-14) or as an Exception (as noted in Section 12-12-2 D.) shall be prohibited. D. Exceptions. The provisions of this subchapter do not apply to: 1. Existing home heating oil tanks, including those located in basements, cellars, if the storage tank is located upon or above the surface of the floor; 2. Septic tanks. 3. Small (20-30 Ib.) propane tanks used on barbeque grills. E. Installation, Alteration, Repair or Removal Permits. 1. The installation, alteration, repair or removal of any liquid storage system governed by this subchapter requires permits issued by the Fire Chief pursuant to the provisions of the Minnesota State Fire Code and any other applicable code, ordinance, statute, rule or National Fire Prevention Association Standards; 2. Permits and fees. The issuance of permits and the collection of fees shall be in accordance with the fee schedule adopted by the City Council in the amount provided by the fee resolution, set forth in this code; 3. The Fire Chief may deny a permit to persons not capable of performing pursuant to ordinance requirements. (Amended Ord. 314,10-4-2005) 12-12-3: EXTERIOR STORAGE: In all districts excluding residential districts, the governing body may order the owner of property to apply for a Conditional Use Permit to conduct an open storage use, including existing uses, provided it is found that said use constitutes a threat to the public health, safety, convenience, morals or general welfare. (Amended Ord. 8, 10-21-1970; Ord. 380, 4/21/09) 12-12-4: AUTOMOBILE SERVICE STATION The regulation of automobile service stations strives to achieve compatibility of these stations with adjacent and abutting land uses. In addition, such regulation is intended to protect the public health, safety and general welfare by mitigating and potentially detrimental aspects of automobile service stations, including potential traffic hazards, noise, light glare at night, outdoor storage of merchandise, indiscriminate advertising, environmental health hazards, and the like. Automobile service stations shall be subject to the following: A. All new buildings, the site, tanks, piping and dispensing stations, shall comply with the current provisions of the Minnesota State Building Code, Minnesota State Fire Code, and all provisions related to underground liquid storage systems required in Section 12-12-2 of this code. (Amended Ord. 438, 6-3-14; Amended Ord. 463, 6-21-16) B. Building permits shall not be issued for new construction or remodeling of facilities unless Fire Department approval has been received. C. Hours of operation will be approved by the City Council. D. The site plan shall show parking areas for customers, employees, service vehicles and those needing repair and no other areas of the site will be allowed vehicle parking. No vehicle shall be parked awaiting service longer than ten (10) days. Inoperable vehicles are regulated per section 6-5 of City Code. E. Pump islands are subject to setback requirements. F. Exterior storage and sales shall only be allowed as approved through the 11 Conditional Use Permit. (Amended Ord. 314,10-4-2005) 12-12-5: ACCESSORY DWELLING UNIT (ADU) CHAPTER 14 PERFORMANCE STANDARDS SECTION: 12-14-1: Purpose and Scope 12-14-2: Enforcement 12-14-3: Exterior Storage 12-14-4: Refuse in All Districts 12-14-5: Screening 12-14-6: Landscaping in All Districts 12-14-7: Glare in All Districts 12-14-8: Off Street Parking Requirements 12-14-9: Off Street Loading and Unloading Areas 12-14-10: Traffic Control 12-14-11: Drainage 12-14-12: Guesthouses 12-14-13: Dwelling Units of Employees on Premises in 12-14-14: Dwelling Units in Commercial and Industrial 12-14-15: Visual Standards 12-14-16: Coin Operated Machines 12-14-17: Residential Building Standards 12-14-18: Interim Performance Standards Residential Districts Districts 12-14-1: PURPOSE AND SCOPE: The performance standards established in this chapter are designed to encourage a high standard of development by providing assurance that neighboring land uses will be compatible. The performance standards are also designed to prevent and eliminate those conditions that cause urban blight. All future development shall be required to meet these standards. The standards shall also apply to existing development where so stated. (Amended Ord. 8, 10-21-1970) 12-14-2: ENFORCEMENT: The City Administrator or their designee shall be responsible for enforcing these standards. (Amended Ord. 8, 10-21-1970) (Amended Ord. 314, 10-4-2005) 12-14-3: EXTERIOR STORAGE: A. Residential Districts: All materials and equipment not stored within a building must be fully screened (as outlined in Section 12-14-5) so as not to be visible from adjoining properties, except for the following (Amended Ord. 380, 4/21/09): 1. Clotheslines and recreational equipment. (Amended Ord. 314 10-4- 2005) 2. Building materials currently being used on the premises of a property with an active building permit or landscaping materials to be incorporated into a project on the premises of a property with an active remodeling/beautification project not to exceed six (6) months within a calendar year. (Amended Ord. 314 10-4-2005; Ord. 380, 4/21/09; Ord. 392, 5/18/10) 3. Agricultural equipment and materials if these are used or intended for use on the premises. 4. Special mobile equipment permitted only when being used in conjunction with a temporary service including, but not limited to emergency events or a construction, remodeling, or landscaping project benefiting the premises or the temporary, general loading or unloading onto the premises. B. All Districts except Residential Districts: The City Council may require a Conditional Use Permit for any exterior storage of the following: 1. If it is demonstrated that such storage is a hazard to the public health, safety, general welfare, or morals, or has a depreciating effect upon nearby property values, or impairs scenic views, or constitutes a threat to living amenities. (Amended Ord. 8, 10-21- 1970; Ord. 380 4/21/09) 12-14-4: REFUSE IN ALL DISTRICTS: A. Interpretation: All exterior storage not included as a permitted accessory use, a permitted use, or included as part of a Conditional Use Permit, or otherwise permitted by provisions of this title shall be considered as refuse. B. Storage Of Refuse: All waste material, debris, refuse, or garbage shall be kept in an enclosed building or properly contained in a closed container designed for such purposes. All non-residential uses shall have trash enclosures built of materials that match the principal structure and have an opaque gate made of wood or metal (metal chain link with slats is not acceptable). (Amended Ord. 314, 10-4-2005) C. Vacant Land: The owner of vacant land shall be responsible for keeping such land free of refuse and weeds. D. Existing Uses to Comply: Existing uses shall comply with this provision within six (6) months following enactment of this title. (Amended Ord. 8, 10-21-1970; amd. 2003 Code) 12-14-5: SCREENING: A. Exterior Storage: Screening from residential properties and public streets as visible from ground level shall be provided with an architecturally compatible opaque fence with a minimum height of six feet as measured from the surface of the exterior storage area. Plant material shall be provided on the outside of the fence for aesthetic appeal. Additional fence height and/or berming shall be required if a six-foot fence would not block direct vision of the exterior storage. (Amended Ord. 380, 4/21/09) 1. Landscaping products and merchandise displayed for sale in limited quantities may be exempt from this screening requirement provided that a Conditional Use Permit and commercial site plan approval have been achieved and the approved plan provides specified locations, appearance and maintenance criteria and prevents conflicts with traffic circulation and emergency access. B. Loading Docks: Screening of loading docks from public streets and residential properties shall be provided to the top of the loading door(s). Such screening shall be provided with a wing wall constructed from the same materials as the principal structure whenever possible. Other views into the loading dock from public streets and residential properties shall be screened with a combination of berming, fencing and landscaping to a minimum height of six feet except within sight triangles at intersections with public streets. C. Mechanical Equipment: 1. Rooftop mechanical equipment shall be screened from public streets and residential properties with a cornice, parapet, or other architectural feature to the fullest extent possible. Any remaining protrusions of rooftop equipment above these features shall be painted to match the principal structure. 2. Ground mounted mechanical equipment shall be screened from public streets and residential properties with landscaping or a fence or enclosure that is architecturally compatible with the principal structure. D. Multiple Frontage Residential Lots: Screening between the rear yard and the adjacent street shall be provided to achieve a minimum height of six feet at plant maturity as measured from the surface of the adjacent street. Such Screening must consist of: 1. Existing vegetation 2. A compact evergreen or deciduous hedge 3. Deciduous and coniferous trees 4. A landscaped berm 5. A combination of the above E. Buildings: The sides and rear of non-residential buildings and residential structures containing more than two (2) units shall be screened from residential properties within 200 feet, to a minimum height of six feet at plant maturity as measured from the grade of the residential property line. Such screening shall be provided with the following: 1. Existing vegetation 2. A compact evergreen or deciduous hedge 3. Deciduous and coniferous trees 4. A landscaped berm (Amended Ord. 314 10-4-2005) 5. An architecturally compatible opaque fence 6. A combination of the above F. Parking Areas: Screening from residential properties shall be provided to a minimum height of six feet as measured from the surface of the parking area. Screening from public rights-of-way shall be provided to a minimum height of three feet. Parking area screening must consist of: 1. An architecturally compatible opaque wall or opaque fence. 2. A landscaped berm 3. Two staggered rows of evergreen trees with trees in each row spaced a maximum of 12 feet. Such trees shall not be used to satisfy minimum tree requirements. 4. A combination of the above. G. Trash Enclosures and Compactors: Trash collection shall be provided on the interior of the principal structure whenever possible. When exterior trash enclosures are necessary such enclosure shall be constructed from a masonry product that is compatible with the principal structure. Such enclosure shall exceed the height of all waste receptacles stored inside and shall provide adequate space for recycling. The trash enclosure shall have an opaque metal or wood gate. Chain link fencing shall not be allowed. Trash enclosures shall be screened from public rights-of-way and residential properties with coniferous trees equal in height to the trash enclosure at the time they are planted. (Amended Ord. 314, 10-4-2005) 12-14-6: LANDSCAPING OF NONRESIDENTIAL PROPERTIES: A. Purpose and Intent. The City of Andover recognizes the health, safety, aesthetic, ecological and economic value of landscaping and screening. The provisions of this section are intended to: 1. Add visual interest to open spaces and blank facades; 2. Soften dominant building mass; 3. Provide definition for public walkways and open space areas; 4. Ensure significant tree canopy shading to reduce glare and heat build-up; 5. Improve the visual quality and continuity within and between developments; 6. Provide screening and mitigation of potential conflicts between activity areas and more passive areas; 7. Protect and improve property values; 8. Improve air quality and provide a buffer from air and noise pollution; 9. Enhance the overall aesthetic conditions within the City; 10. Limit sight line obstructions and drainage conflicts; 11. Reduce the potential for criminal and illegal activities; and 12. Prevent conflicts with utilities. B. Landscape Plans: A landscape plan shall be submitted with any Commercial Site Plan Application as described in City Code 12-15-4; C. Minimum Number of Trees and Shrubs. Except for single and two family uses, development must at a minimum provide the following numbers of trees and shrubs in addition to any trees and shrubs required for screening in Section 12-14-5: ' 3421 Paesanos Pkwy, Ste. 200 San Antonio Texas 78231 Main: 877 627 3772 TBPLS Reg. 10194550 • TBPE Reg. F-14909 • TBPG 50617 RECEIVED OCT 0 7 7024 Engineering & Design CITY OF ANDOVER October 3, 2024 City of Andover 1685 Crosstown Blvd N.W. Andover, MN 55304 Holiday StationStores - Bunker Lake & 7`h Ave. Conditional Use Permit Request Summary To whom it may concern, We would like to respectfully request a Conditional Use Permit for an Automobile Service Station that includes Bulk Fuel Storage along with some exterior storage within the Neighborhood Business (NB) district. Per the City of Andover's City Code, Title 12 - Zoning Regulations, Chapter 11 - Commercial/Industrial Permitted, Permitted Accessory, Conditional, Interim and Prohibited Uses Table, Automobile Service Stations in compliance with City Code 12-12-4, Bulk Fuel Storage (tanks greater than 1,000 -gallon storage capacity) in compliance with City Code 12-8-2, and Outdoor display, storage, and sales are allowed as a Conditional Use in the NB district. The proposed development will include a 5,200 SF building, 8 fuel dispenser pumps, 3 fuel storage tanks that total 52,000 gallons of fuel which will utilize a spill containment system, and a potential for exterior ice merchandisers, propane cages, redbox kiosk, and Amazon lockers. The Automobile Service Station would operate as a 24-hour service station and will meet all the city code requirements outlined in section 12-12-3 for Exterior Storage, and section 12-12-4 for Automobile Service Station. In addition, the development will include associated onsite improvements such as sidewalk, drive aisles, ADA Parking spaces with an accessible route, dumpster enclosure, and landscape to meet city code. The project is located on the east side of 7`h Ave approximately 385' north of the Bunker Lake & 7`h Ave intersection. Existing public water, sanitary sewer, and storm facilities are currently provided to the site and no public extensions are anticipated. Access to the development will come from existing driveway aprons located to the north and east of the project lot. A cross access connection to the future south development is also proposed. The site is currently vacant and has been cleared and mass graded to include two existing water quality/detention facilities. KFW Engineers + Surveying is now Colliers Engineering & Design Accelerating success. — Project No. 23006343A October 3, 2024 Page 2 12 Engineering & Design In our professional opinion, the request for the Conditional Use Permit remains in harmony with the spirit and intent of the city code as it will not adversely affect the health, safety, or welfare of the public and meets the criteria for granting a Conditional Use Permit as outlined below. • The effect of the proposed use upon the health, safety, moral and general welfare of occupants of surrounding lands. • Existing and anticipated traffic conditions including parking facilities on adjacent streets and lands. • The effect on values of property and scenic views in the surrounding area. • The effect of the proposed use on the Comprehensive Plan. We appreciate your time and consideration of this request. If you should have further questions or require additional information, please feel free to contact me using the contact information below. Sincerely, Colliers Engineering & Design, Inc. V-S�— Jaime Salinas, P.E. Project Manager Email: Iaime.SalinasPCollierseng com Phone: (210) 979-8444 -WNDOV9^ 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW,ANDOVERMN.GOV TO: Jaime Salinas, Colliers Engineering FROM: Peter Hellegers, City Planner SUBJECT: Review #2 - Comments for Holiday at Andover Crossings: Commercial Site Plan (CSP), Conditional Use Permit (CUP), Preliminary Plat, and Planned Unit Development (PUD) Amendment for the property at 142xx Inca St NW (PID: 30-32-24-43-0072) DATE: November 1, 2024 City staff has completed a review of the submittals stamped received on October 7, 2024, for the Commercial Site Plan, Conditional Use Permit, Preliminary Plat, and amendment to the Planned Unit Development for Andover Crossings. City staff conducted a completeness review of the CUP, Preliminary Plat and PUD and found that all required materials had been submitted and your application is complete for review. Pursuant to Minnesota State Statute 15.99, the 60 -day deadline for those applications is December 6, 2024. Staff also reviewed the Commercial Site Plan and there are several items that still need to be addressed before the Commercial Site Plans can be approved. Staff have provided the following questions and review comments on the proposed plans. Engineering Department Engineering Department comments for Review #2 are attached: Fire Department Fire Department comments from Review #2 are as follows: A. Holiday Review #2: no new comments at this time. B. In regard to the plans for Andover Crossing II. I would like to see the truck driving template applied to the entire parking lot. Possible additional fire hydrants may need to be discussed. Planning Department Planning Department comments from Review #1 are as follows: I. Preliminary Plat C. Sheet 1 of 2 for the Preliminary Plat (Honsa Surveying) includes references to the plat as "Holiday Station Store Andover" but the plat is titled Andover Crossings II. Il. General / Miscellaneous D. Please note the materials to be used for the gates on the trash enclosure shown on the legend of sheet A2.2. The materials for the trash enclosure will need to match the building materials from sheet AC1.1 and the gates will need to be opaque. E. Additional comments pending further/additional review Please note that it is a requirement that the Developer responds to each of these items in writing when re -submitting the revised plans/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 p.hellegersRandovenrm.gov or 763-767- 5147. Sincerely, Peter Hellegers City Planner 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: October 29, 2024 REFERENCE: Holiday Station / Commercial Site Plan / Review #2 The following comments are regarding Review #2: 1. (Review #1) Need to obtain the necessary permits from the Lower Rum River WMO (Grading, Storm Water Design and Erosion Control), , MDH (Water Main), and/or any other agency that may be interested in the site. Provide copies of permits to City. Comment kept for tracking. LRRWMO permit applied for. ACHD no comments, provide copy of permit to City. 2. Refer to attached redlined O&M agreement for necessary revisions. 3. (Review #1) Sheet C001: There's an existing sanitary sewer stub missing as circled in the redlines. Not done. Response stated it was added to the plans but is missing from Sheet 2 as originally marked up. See redlines for location. 4. Sheet C100: Angle sidewalk near east entrance to Inca Street to avoid the 90 degree bend. Review if 25' monument sign needs to slide slightly to provide room for sidewalk. 5. Sheet C110: Extend a 6" watermain stub to the south property line to loop with parcel to the south. Not done. Stub intended for looping watermain providing redundant service to Holiday site as well as lots to south. It is not intended as the primary service for lots to south. 6. (Review #1) Sheet C110: The outlet for Pond IB -CI needs to provide skimming with a reverse grade pipe into a manhole, refer to City Details 417F or 418F. Extend FES -3 to 871.5 to provide skimming out of pond. Update storm sewer table accordingly. 7. Sheet C110 and C503: Storm sewer pipe past first pipe run (CB leads) shall be a minimum of 15" diameter. Revise pipes out of ST IM #02 and ST IM #05 as redlined. Update storm sewer pipe sizing calculations as well. Add note to flared end detail on sheet C503. 8. Sheet C110: All proposed sump structure elevations are listed as 4' below the rim elevation. They should be 4' below the outlet elevation. 9. Sheet C110 and all applicable sheets: Revise Pond IC -132 NWL to 872.97, consistent with as- builts for basin outlet. Also update basin HWL per revised stormwater calculations. 10. Sheet C110: Revise Pond IB -CI NWL to 873.26, consistent with the proposed IE for the Pond Skimmer structure. Also update basin HWL per revised stormwater calculations. 11. Sheet C110: HDPE flared ends are proposed for all locations. This is OK, however, make note that they need to be ground anchored per manufacturers recommendations to avoid floating. Also, trash guards shall be installed and attached to FES. 12. Sheet C120: Smooth out pond contours for Pond IB -C1 where they depict a ridge along north side and V shaped valley in southeast corner. 13. Sheet C501: Fill out Detail 417F information for Pond IB -C1 outlet. 14. Carry all comments for "Development" plan set to "Preliminary Plat Engineering" plan set. 15. (Review #1) When site grading is completed an as -built grading plan shall be submitted to the City for review using Anoka County coordinates and elevation datum. Developer's engineer shall certify that the site is in compliance with the approved grading plan prior to City approval. Comment acknowledge, kept for tracking purposes. 16. Identify in comment letter any changes made to plans since previous submittal not addressed in response comments. 17.Additional comments pending further review. The following Comments are regarding the Stormwater Report Review #2: 1. (Review #1): It is recommended to concurrently submit drainage submittals to the City and Lower Rum River Watershed Management Organization for review. As Pond IC -131 discharges into Anoka County storm sewer system, the stormwater model and plans need to be submitted for their review as well. Anoka County provided approval. LRRWMO permit submittal is under review. LRRWMO review comments are attached for reference and must be addressed with next submittal. Note under LRRWMO Comment 7 the DWSMA is for the City of Anoka, not Andover. 2. (Review #1) For IB -C2, verify the contour areas. How did the 876 contour area increase by 1500+/- SF when filling a portion of this contour with the wall is proposed? Response stated Pond IB -C2 is being regraded to have more volume than the pond shown with previously approved SWMP for Andover Crossing. However, the only location showing grading expansion is the extreme northeast corner of Pond IB -C2, and this doesn't account for the reduction in the pond volume due to the proposed wall encroaching into the pond. Verify the pond stage -storage contour information and update accordingly in the stormwater model. It is OK to encroach into existing pond volume as long as the basin HWL does not exceed that as determined in the original SWMP for Andover Crossings of 875.46. 3. On the first page of the report as well as Exhibit B1 update flows based upon model revisions. 4. Pond IB -C1 in the stormwater model has NWL inconsistent with the plans. Make sure plans and model match.Set Weir Structure A (the EOF) in the model at the HWL if it changes with revisions. 5. Revise Pond IC -B2 outlet and weir elevations in stormwater model to match attached as -built. Update revised HWL accordingly in plans if it changes. 6. The HWL calculated for IB -C2 on the Hydrograph No 11 (page 27) is inconsistent with the plans. Update plans accordingly. 7. Per City standards, 12" storm sewer pipe (not including roof drains) is only allowed as the first pipe leaving a CB, beyond that minimum pipe size shall be 15" or larger. This impacts pipe runs 8 and 21 in Hydraflow tables. In addition, each of these pipes are surcharged, also requiring a larger pipe diameter. Revise pipe sizes according and update plans and model output tables. 8. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing et di ital copy from City and type responses below original comment) when re -submitting the revised plans to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. DEVELOPMENT PLANS FOR HOLIDAY STATION STORE LLC - NTI NEC BUNKER LAKE BLVD & 7TH AVE NW PROJECTCONTACTS GEOTECHNICAL ENGINEER CMLENGINEER OWNER COLLIERS ENGINEERING B DESIGN, INC. HOLIDAYSTATIONSTORES LLC 705OWSAGINAWHWYN00 4567 AATEAICAN BOULEVARDW, LANSING,MI48917 BLOOMINGTON, MN 55437 CMLENGINEER RICHARDBIlSEY,P.E. MATRIRNUESHOIIT 517% -8070 952,11 -8097 ARCHITECT: AMYSIGNOR, RA, NA 5165563632 SURVEYOR GEOTECHNICAL ENGINEER HONSA SURVEYING AMERICAN ENGINEERING TESTING 1592 PACIFIC AVENUE 550 CLEVELAND AVE S EAGAN, MN 55122 SAINTPAUI, MN 55114 DENNISHONSA MARK BLIXT, PE (No) 651492-6125 701367-1251 UTILITY AND JUMSDICTIONALCONTACTS PLANNING ROADS&ENTRANCE CITY OF ANDOVER CITY OF ANDOVER 1605 CROSSTOWN BLVD IBM CROSSTOWN BLVD. NW ANOOVEEL MN 55304 ANDOVER, MN 55004 PETER HELLEGERS DAVIOSERKOWI Z 7617673147 7-647673133 JAKE GRIFFT S ESC PLAN 763-707-5142 ELECTWC SITEPLAN CONN USENI:RGY WATERANDSMATARYSEWER 14601 RAMSEY BLVD. 1`1601 CITY OFANDOVER 7 BLV➢. NW 76341FUMSEY. 1556537 7LD-3214215 AND VER, M 6M ANDOVER, 7633212650 STGISTS1 NHOID 9 7817873180 GAS 10 CENTERPOINT ENERGY STORM WATER AND SOIL EROSION AND SEDIMENTATION 505NICOLLETAVENUE CffYOF PNDOVER C141 1685 CROSS TOWN BLVD. NW MINNEAPOLIS, MN MINNE8-8140 , MN 554590036 ANDOVER MN 55304 0067703140 STEVE WEINHOLD 812321bN0 7817673180 STORM DETAILS PROPERTY INFORMATION LEGAL OESCOPTION: ANDOVER, MN 55304 N SITE LOCATION MAP xmmcu9 SEPTEMBER 26, 2024 OUROT"P. ANDOVER CROSSING ACCORDING TO THE PLAT ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECOROER. ANOKA COUNTY, MINNESOTA PROPERTY IS ABSTRACT. DRAWING INDEX HEETNO DRAWING TITLE NO 1 COVER SHEET C000 2 SURVEY C001 3 DEMOLITIONPLAN C010 4 ESC PLAN C040 5 SITEPLAN C100 6 PAVING& JOINTPLAN C101 7 UTILITYPLAN C110 8 GRADING PLAN C120 9 LANDSCAPEPLAN C130 10 PHOTOMETRIC PUN C140 11 LIGHTING DETAILS (I OF2) C141 12 LIGHTING DETAILS (2 OF 2) C142 13 SITE DETAILS C500 14 STORM DETAILS C501 15 WATER& SANITARYDETAILS C502 16 ESC DETAILS C503 >lp N83W 18 BUILDING SITE DETAILS C505 RECEIVED 0l T C 12024 CITY OF ANDOVER ©r Engineering & Design w Ilfemenglnee.ing.<om ON.R.«.1 BeubSn PROFESSIONAL REAL PROl19910XI,L N, CIIAR9! R. Bus" PROJECT A.A.C. J. SAUNAS OUALRY CONTROL J. SALINAS J. RMI LY J. MILLS own O6/2G/2024 PROJECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU 1R016CY ISINS. Y8006848A BNBET THIP COVER SHEET SHEET NUMBER Q C000 1 of 18 s a Engineering & Design w collier,en8lneedn&Wm WXRMseO 0wnoml PHOFESSIONALSEAL R. BLASElf vRD¢McxARDe SEY PROJECT MAXAOEx J. SAUNAS C TO0Ni0.0L J. SA J. 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MILLS DME 06/26/2024 PROJECT NAME RTI -ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU P0.0JECt X11MCEfl 23806343A SHEET TITIE SURVEY SNEETNUMBER C001 2 o 18 PROJECT DATA PROJECTNAME HWDAYSTATIONSTOFES.ANDOMRNA.XEC9UKKENIAIIEBLN)fliN1AVENW MPLICMT: NOUDAYSTATCXSWRESUX MATBEIN UESHWF 45R NAENCA1 BOOLEVAROW, BLOOMINGTON, ON SLUT PRWECTAOOREAS: NEC BUNKER WIE&W A TILL AVE M. ANDOVER MN SLID] PROIECTDEBOAPTION: PROPOSAL FORA XEW CONVENIENCE WORE OWN ASSOCIATED 1.6 SALES CONSISTING CT A ES.SF. ,fL CONJENIFNCE WORE, A816 3 R HIGH SPEED DIESEL CANOPY WTFH li) MEL POMPE AND A 5200,SF. MEL -E- CANOPYWT O)FUELPUMPB. WE CONVENIENCE STMEW11 SELL BEER ANO NNEFOROMSHE -ou-- CCNSUM°IKK1 THE FMIJTYWILLOPE¢ATE& NWRS. PMCELSREARN, S1,1MBF.-IIJp3 ACRE$ SETBACKS MMNEO PRONDED FRONT. <S 61' SIDE IS 6P NEW, NAA IyA ... N. NB. HEIGHSOWIOW BUSINESS PMCELNUMSER ]D]324ASM]$ MAYBUITD.NF)GM: 210 PRONOED(SP ALLONED) MAXMELCANOPYNFJGHT. 146 PROMDE0 RMUN : REQUIRED: vROVOfly MOREONEOR"WEE(PARUNG SPACEFORFACHM SMANE FEET C£FLCOR AM, MSPACES) STANOARDPMpNG: 24W TOTAL=M SPAMS(VWSj ACCESSIBLE PMXNG: 26P TOTALPARONGFROVOEO: 0 S LOT WVFRAGE B],4BSSF�]C%(@,5655F-80'A A11pN'ED( GENERAL NOTES: 1. MEUNDEMROUNOSMUGNR MOUnUrUSHOWNONIHESEFLANSHAVEBEENPLOTEDFROM AVPII SUWV MORELOWMMS.n1EYMENOTLFRTFIEDTOTHEACCUPACICFVEIR AND EXTENT LGIJPLRGROUN RISMECON(ROO VMLI BES PRIOR TO MYDVERIFY ORELOGAnCH MO EMENTOF ALLUNOERGROUNDSTNUCNREBMD VRLRIE3FRIORiOMYGIGGINGOR LCNSTRUCTIQY ACTIVITIES INTNEIRNCINRT, Z THE CONTACTOR SLLLL PERFORM ALLWORX IN OMPUNJCE'MM TITLE 29 OF FEDERAL REGUAnONS, PART Rn. SAFETY AND HEALTH REGILVDMS FOR CONSTRUCTION (Oj 1 ALL WAGS AND ORNATE ORNES SHNL BE REPT CLEM OF MUD, DEBRIS ETC. AT ALL TIMES. 6 REF ER TO ARCHITECN RAL ORAVANGS FOR MEUSE MIMING DIMENSIONS. S. THE CgRPACTOR SIAL CONSULT ME CONSMUCTLON MANAGER BEFORE DENAIWG FROM THESE M.S. S IN All WENCH EXWVATCNS WNIFUCTOR MUST LAY ME TRENCH SIDE SLOPES SOON TO A SAFE SLOPE, USE A WENCH SHIED OR PROVIDE SHEETING MO BRAONG Z. .LLL EXISnNG SURFACE MHURTERMCES NE WATERV&VES CATCH OMAN FRAMES MO GRATES MWROIE COVERS( VATHIN TINE PROJECT UNITS STALL SMARTED TED TO FINISHED GRADE B ARMS DISTURB EO LR DOGGED AS PMT OF MS PROJECTS 0.1V91RUCnCN TUT ME 0WWOE OF ME PRIMARY.. A9EASI. ERESTORED, AT ME COMPACTORS EYMNSE, TO THE SATISFACTION OF ME OWNERS REPRESEMATfu£ 9. nHECdRRACTORSNNLLALL WI AT LEAST 3VMC BRING DAYS(MLUDING W1FJhNDS MD HWOAYW PNORTOCONSIRUCTION. IIA NL WOW( SHALL BE GONE W ACCORDANCE" ME WMICAHLE MOB, ORMANCES. OESIGN IL UNLESS SPECIFICALLY STATED. ME CONTRACTOR SHNL APPLY FOR AND OBTAIN ALL NECESSARY PFAMI(SAS REQUIRED FOR CONSTRUCTION OF THIS NLOJECT PRIOR TO ME BEGINNING OF WORHFROM WE FRENWSLY MENTON EO AGENCIES 12 n@CAMRACTORWILL BE REQUIRED I MOONS CODE RE5PoNSURMY FOR JOB SITE CONDITIONS MAME COURSE OF CONSTRUCTION OF ME PROJEM.INCLUDING ME SAFETY OF NL REFORM MO PROPERLY. THIS REQUPEGEM SHALL BE MADE MAPPLY CONNNUOLL0.Y AND NOT BE UMOM TO NORAUL STRUM. ... 13. VMFN MM F,,SMS ,L REWIRES ADJUSTMENT OF RELOCATION. ME OOIf W.R WALL NOTIFY ME PROPER MLRY COMPANY MO COOMINATE WE LWMM ACCORDINGLY. THERE SHALLBE NOIXNM MADE WME CONTRACTOR FOR ANY COSTS CAUSED0Y DELAYS IN CONSTRUCTION DUE TO ME MOMENT OR RELOCATION OF MINES. 14. INE CONTRACTOR 13 TO ORION THAT ME PMS AND SPECIFICATIONS MAT NESHE IS BUILDING FROM WE, WE ONLY LATEST PLANS AND SPECIFlGATOUS THAT HAVE MOM MPROYI:D BY ALL MKICABIF PMMJT4SMUNGMMCIESMDTHEOWNFR ALLRFNSCONSTRUCTEOBYTIECONNIAClG1PPoORTO RECFMNGTNEFlN&APPROVALMOPFRMRS.f OTOBEMJl D.RR ONE.SHALLBEMIRE AT INE CQ`RRACiOR5 EXPENSE. IS SHWLDn1ECONTPACTIXIEN�INIFACONFIICTBFIWFFNTHESEP4NSMOBPEGFlGTIONS. FJIFIFR&AONGRIEM50.S,HE SSHALEPECU LARIFI51CON 1. ANG MOM OI WE CONSTRUCTION PENAGERSUINGAGENCIES, NFSHE CHC GST(CLT IFI FAXV 1.NLTC DO. FROMTINE CTTNE SINEW MMPLERBFFO4ECOMMFNCENENTOFCONSIIYJCMN. FALUPE iO COSOSHNLOE ATiNE SGf EW FNSETDIHECGRMCT00. 16. THE CONTACTOR SMALL MANOR AOSUILT DMMNGS INDICATING ALL CHANGES AND DMATIONS FROM PPRVOVEO CHA'MNGS 17. PJLSIGNSMDT MPC CONTROL MEASURES WRING CONSTRUCTOR AND MNNTFNANCE ADTMPES S BECMSMUCIEDMDWSTAJJFDPMVELATESTEOITWNOFniENMUALOFUNIFORM TRWrC CONTROL DEVICES(MU.T.C.D.j SOH STATE SUPPLEMENT, 18. M.PIOMPATH ME PUBLIC RIGHT OF WAYSNAJL CWRMON M ME STANOAWS 01 ME GTYOF MDOL'FR AND WE MINNESOTA DEPARTMENT OF MANSPORTAT W. RETAINING WALL NOTE: RETAINING WALL TO GO DESIGNED BY STRUCTURAL ENGINEER AND TO BE REVLEY.EED AND PERMITTED WITH ME BUILDING PERMIT KEY NOTES 1. BUILDING MEA 2. NQTUSEO 3 WTUSEO 4. LANDSCMEARMGEELPNVSCAREPWR S. 24HWHPYLWSIGN, SMELECLWCALPUNGFORPONERREOUWEMEMG B SURFACE PONG FOOTPRINT r. CONCRETE SIDEWALK SEE DETAIL SHEET MIS S. ELECTRIC& TRANSFORMER PROPOSED LOCATION. CONTRACTOR TO UICROINATEN1TH POWER COMPANY TO DETERMINE FlN& LOCATION. 9. TRASH ENCMftRE PER HMIOAYSTATIONSTORES REFER M MCH PIANS 10. CONCRETE CURS AND GOWER SEE DETAIL SHEET C50C 11. XCQ L.E. 12. FUSION UGM POLE FB(NRE, SEE LIGHTING POOH CMO MOCSW FOR WE 0GAIN 13. SIDEWALK BRIDGE CRODGME PATH HAND MI- SEE DETAIL $NEW CEW 14. ACCESSIBLE PRONG GRACE MD SIGNAGE GEE DOTAL MEET .6 15, VENT PIPES LOCATION GEE MEL SHEETS FOR MCAS INFORIMTIWI 16. FUEL CANOPY MEA, SEE w M SHOWS FOR MORE I"ORMADON 1T. 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NOLFFTNRNSIGN(P12I 40. 9' %4 CR09NJAL1(MM W NGS SITE LEGEND - - - - PROPERTY UNE ------ PR0MRTYUNESETPASK - - - - ADJACENTPRWERIYUKE -__-__ EASEMFNTUNE O I(EYNOTE O% NUMBEROEPALWa SPACES OCONCRETE FORM YT E-NGUMTPOLE EUSNNGMAmMPGE ,fL E%ISTNGTMFFICNNE -E- E%LSTNGEI.ECINCLINE -ou-- EUsnxcavERHEMUTIL1rc OE%bTNOMMHCE O BORING N T Engineering & Design w .wlllersengineerin&mm W/pOM`tm+rf.(¢pStpyMgatrmn nw�MNnwMbwN��mm�iu da4y"wa°""`wa`"iewwb"ur-w'e�w�m°'A.v canbper.Nuy. OafeRMSM MttNOIkR PROFESSIONAL SEAL PROFESSIONAL IN CHARGE R. 6LASEY P...SOT MANAGER J. SALINAS DUALITY CONTROL J. SALINAS WOMAN NT J. MILLS .Al. 06/26/2024 PRO.IECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PROJECT NUMRER 23006343A SHEET TLTLE SITE PLAN SINS" NUMBER C100 5 of 18 F 5 STORMWATER MANAGEMENT SUMMARY STONMEVENT PR-EVEIFAMFM RUHCFFPAIE(CRf PoST-0EVELOPMENT RUNOFFMTEICFN 2 -YEAR 435 23O 'G- E 6M S28 loo- R IDA3 ]G S,ORMEVFNi PNE-0EYELOPVFM RUNOFFMTEICFSI POST#VELOPMFM RUNOFF RATE(CF51 2YEAP pBE p]p t6Y£IA 4.12 I.79 tOYYEAR BA] TSS STORMNATERBESTNARAGEMFNTPRACTICES(OVP) PIiF1REATNfM:CATCX BASINS WITH PRESEQVEflA01SGPATOR GVRFACEDETENMW PoND. WFlLTMTl.n.. UTILITY LEGEND: UTILITY NOTES: ----PROPERNLME —I— WATERNAJN 1. ALL VpM"M HIP.MA AL,MOC STRUCTIONPRACTICESSP MNFOFMTOTRE REOUIREMEMSOFCNYOFMOOVERORMEAGENCYMMNGNMSOI ON OVFItn1EAPPLICpBI.E MUIY. ---- AOJACENRPRCPERWLNF—d—SANITAF.YSEVER p WNERACTORISRESPONSIBIEFORREPMRSOFDMEGETOANYEXISTWGUrI DUPJNG 1!a���u_1 1111. F"^'^—^-2 SMRM SEWER INLETNANHOLELMM PRESERVER ® STORMNANHDLE DQ vkV umwx MIIMISSEDING a WN(MCTORIS RESPoNLBLE FOR COMPLITNGTO ME )ONSMUC110N REOUIREIEMB OF ME ULRINOARERE. 9. ME CONTRACTOR H SPEURCALLYCAUTIONED MAT THE LOCATION ANDAR EIEVATWN OF EYISPNG NTLNIES AS NIC'" ON MIOU ESE PLANS IS RASED ON RECORDS OF ME VARS WT CONPANIES. EADMEREPoBBIBLE, MEASUREMENTS TAKEN IN ME FIELD. ME WFORMATNN: IS NOT TO BE RELIED GRABOMED WCTORCOMMETEME WMRACroRMIRi CNLMFMHtOPRUTEMLOY CCNFAMES AT LEAST R HOURS BEFORE ANY MAVATpN TO REQUEST Wl HEW LCPA OON OF JTLRREP .SHALL BE ME RESPONSIBILM OF ME CONTRACTOR TO !RELOCATE ALL EGGING MLNIES NHICHWNNLT. ME RANKED) SHAW ON ME FLANS. 10. CONNECTOR SHALL PAORDWATEMTH ALL UTWIYCOMPANIES MRINBTALLATKIN REQUIREMENTS AND SPECIRCARONS. it. CORRW'NOR SRML REFER TO MCHITECNRPL PLANS ANO SPECIFICATIONS FOR ACTUAL LOCANCH AND 0JWAnOHS OF ALL TLM ENTRANCES TO INCLUDE BWRARY SEVMN IATEPALS, OONEETIC AND FIRE PROTEGTWN WATER SERRIM ELECTRICAL, TELEPHONE. AND GAS SCUM CONTRACTOR SELL COORDINATE INSTALLATION OF MLGIE L W SACH AMAIN FIR AS TO AWID CONFLICTS AND ASSURE PROPERDFPMS ARE ACMEVEA AS W . AS CCORDINAIRNG VEN MJTY REQUIREMENTS AS TO LOCATOR AND SCHERIUNG FOR nE-INyCONNECTIONS PRIOR TO CONNECT NG TO E%NIING MMES. 12 ME CORPAKn SNALLC OUCT ALL REQUIRE. TESTS TO ME SATISFACTION OF ME RESPECTIVE MLRY W..IES AND ME OAFS RS INSPECT W G AL MOGRES. 1S. WMPACTMR LMWLYNMEnU TEx1ENTWTHMEIATEBTBTINDAROBOF0.5 OIRECTNESOR M'YOMFRAGFNCYN WJUNSDIC G.FORE%CAVATId oTRENCHING FRCCEDUPF9.ME WNRUCi0R51VLlUBEBVPPoRTSY.FcNS.SOAPMG,BENCHING. ANOOMER MMSOFPROTE M.MISTOINMUDEBUTNOTLWREOFMAd.EBSM'DEGRESBFROAALL E%CAVAnCRPJ9TRFNOIINGCOH MORISRESPoNBIBLETOCOJRY'MMPEHFORMLNCE CRITERIA FOROMA. It WNTPACT0R9 LRELOVFRIFYALLM nWPIMSIES IMiENT & VAnOIBO ME ORDERING MANHOLE AND CATCH BASIN SIR KNEES. I5. ALL MLRES BELOW PAVED AREAS SHALL BE BACKFILLED IMM ROS GRANULAR LATERAL (OR APPROVED OMELN AND COMPACI M TO 95% OF RE NA%IMUM U NIT W DONT. 18. ALL RIM ELEVATIONS IN ONLAVM AREAS ARE MPROISA TE ONLY AND SHALL BE A0A1. SY ME CONTRACTOR AFTER FINAL GRADES ARE ESTABLISHED. 17, STORM SEWFA PIPES WRHIN 17 W ME BUMWG OR AT WATER LATE4LLCROSSINO AND ALL WITARY SEWER PIPE SEIRE LL SE PVC EXC 40) IN ACCORDANCE RIM ASTM ORR. ASTM 02655, ANO ABIM F294STANDAROS. REMAWWGSTORAJE WERPNESSWLL BEHOPEIN ACCCROANCEWIIN AASHfO M2524N0 MSTMF25D05TANDAAOS. CONSTRUCTOR AT NO COETM THE OWNER ® SASTARVE WERNANHOLE 3, ALL FILL NATEALLLIS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPLEM MMI ES. CLEANOUT L CONTRACTOR SHALL NOTIFY MEIRBIIT COMPANIES T2 HOURS BEFORE COPROCTNG TO ANY END E%LSLMG UNE. —m—E-MMIC E. INTOE EVENT OF A VERNI LCONFLICT.I.EH WATFAIINES, SAN. UNE.. AMEN ONES AND mI GAS UNES (EMOTING AND PROM SM, THE CO4TxACTOR SNAll NMFY I RE ENGINEER AS SOON AS cox THE OGRRICF IS DIMOVEAED. tea— G EOT ob% 8. TOPS OF9%wTNGMIM.TRUCNRE34HAlL8EAWlISTEDTOFINISHED GRACE —m— TELECOMMUNICATIONS T. SOSPNG LIMITED SHAJLSEVERSED IN HELD PRIOR T01NST1 .N OF .111. LINES a WN(MCTORIS RESPoNLBLE FOR COMPLITNGTO ME )ONSMUC110N REOUIREIEMB OF ME ULRINOARERE. 9. ME CONTRACTOR H SPEURCALLYCAUTIONED MAT THE LOCATION ANDAR EIEVATWN OF EYISPNG NTLNIES AS NIC'" ON MIOU ESE PLANS IS RASED ON RECORDS OF ME VARS WT CONPANIES. EADMEREPoBBIBLE, MEASUREMENTS TAKEN IN ME FIELD. ME WFORMATNN: IS NOT TO BE RELIED GRABOMED WCTORCOMMETEME WMRACroRMIRi CNLMFMHtOPRUTEMLOY CCNFAMES AT LEAST R HOURS BEFORE ANY MAVATpN TO REQUEST Wl HEW LCPA OON OF JTLRREP .SHALL BE ME RESPONSIBILM OF ME CONTRACTOR TO !RELOCATE ALL EGGING MLNIES NHICHWNNLT. ME RANKED) SHAW ON ME FLANS. 10. CONNECTOR SHALL PAORDWATEMTH ALL UTWIYCOMPANIES MRINBTALLATKIN REQUIREMENTS AND SPECIRCARONS. it. CORRW'NOR SRML REFER TO MCHITECNRPL PLANS ANO SPECIFICATIONS FOR ACTUAL LOCANCH AND 0JWAnOHS OF ALL TLM ENTRANCES TO INCLUDE BWRARY SEVMN IATEPALS, OONEETIC AND FIRE PROTEGTWN WATER SERRIM ELECTRICAL, TELEPHONE. AND GAS SCUM CONTRACTOR SELL COORDINATE INSTALLATION OF MLGIE L W SACH AMAIN FIR AS TO AWID CONFLICTS AND ASSURE PROPERDFPMS ARE ACMEVEA AS W . AS CCORDINAIRNG VEN MJTY REQUIREMENTS AS TO LOCATOR AND SCHERIUNG FOR nE-INyCONNECTIONS PRIOR TO CONNECT NG TO E%NIING MMES. 12 ME CORPAKn SNALLC OUCT ALL REQUIRE. TESTS TO ME SATISFACTION OF ME RESPECTIVE MLRY W..IES AND ME OAFS RS INSPECT W G AL MOGRES. 1S. WMPACTMR LMWLYNMEnU TEx1ENTWTHMEIATEBTBTINDAROBOF0.5 OIRECTNESOR M'YOMFRAGFNCYN WJUNSDIC G.FORE%CAVATId oTRENCHING FRCCEDUPF9.ME WNRUCi0R51VLlUBEBVPPoRTSY.FcNS.SOAPMG,BENCHING. ANOOMER MMSOFPROTE M.MISTOINMUDEBUTNOTLWREOFMAd.EBSM'DEGRESBFROAALL E%CAVAnCRPJ9TRFNOIINGCOH MORISRESPoNBIBLETOCOJRY'MMPEHFORMLNCE CRITERIA FOROMA. It WNTPACT0R9 LRELOVFRIFYALLM nWPIMSIES IMiENT & VAnOIBO ME ORDERING MANHOLE AND CATCH BASIN SIR KNEES. I5. ALL MLRES BELOW PAVED AREAS SHALL BE BACKFILLED IMM ROS GRANULAR LATERAL (OR APPROVED OMELN AND COMPACI M TO 95% OF RE NA%IMUM U NIT W DONT. 18. ALL RIM ELEVATIONS IN ONLAVM AREAS ARE MPROISA TE ONLY AND SHALL BE A0A1. SY ME CONTRACTOR AFTER FINAL GRADES ARE ESTABLISHED. 17, STORM SEWFA PIPES WRHIN 17 W ME BUMWG OR AT WATER LATE4LLCROSSINO AND ALL WITARY SEWER PIPE SEIRE LL SE PVC EXC 40) IN ACCORDANCE RIM ASTM ORR. ASTM 02655, ANO ABIM F294STANDAROS. REMAWWGSTORAJE WERPNESSWLL BEHOPEIN ACCCROANCEWIIN AASHfO M2524N0 MSTMF25D05TANDAAOS. R OFT 1••ABCAIELA el Engineering & Design wNw.calliersen8lneerin&cxm wAxcmxw.,wMGAew, xsJcAsm1 tr®+�M1quxwHfb�h�n���mav • m1d iW >W wuayw mA wo- w�w�iJ�lrpeyi � DN.R..e.a Dasto5ax PROFESSIONALSEAL PROFESSIONAL IN CHARGE B. BLASEY PROJECT MANAGER J. SALINAS QUALITY CONTROL J. SALINAS ... RY J. MILLS DATE 06 /26/2D24 PROJECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PROJECT NUMBER 23006343A SHEETTITILE UTILITY PLAN SHEET NUMBER C. I. 7of I. F STORM SEWER PIPE TABLE START START INV END ENO INV SIZE LENGTH BLOM MATERVL mI AN. cox T.z.S P EOT ob% WE cox N. Go, ...F. r 53w ab% WE cox xnws Ir EBo GVA WE m4 Ina mxA r PRO Bbu WE oGJ C.nwew enwzP.u4r mm% I C C'S naw ..lab +xa% P.c OC, BITE me A. .ear Bm INPE COa ... R. IS OS1Y xWE REAJTLA MMOGCGA BA459 11.10 J.'LY NBPE wrm GGuuFR V. .1.1r +.I, on% ITPE COt _EJ E 9b 1W% WE ELETIAs W1 ..49 WE EJ FRC¢O3 fllTe 9b IAM WE EJ n.Be LNAG WE ALI N. GLEN e'+W% WE RIAS] G]G ONALA S 4V "C" WE x41 fl.9 M. ¢xLE. PS 1. WE GO. .. 4 4W I. WE Brwwl mLA BOAS eaa Gan WE .evR. Ir PIKE WE sww IxLu ereaoG rs xmr I.TG% srww TxA Fera RINGS 1r IAL% WE FG41 x1 11 S.R 1WA WE R OFT 1••ABCAIELA el Engineering & Design wNw.calliersen8lneerin&cxm wAxcmxw.,wMGAew, xsJcAsm1 tr®+�M1quxwHfb�h�n���mav • m1d iW >W wuayw mA wo- w�w�iJ�lrpeyi � DN.R..e.a Dasto5ax PROFESSIONALSEAL PROFESSIONAL IN CHARGE B. BLASEY PROJECT MANAGER J. SALINAS QUALITY CONTROL J. SALINAS ... RY J. MILLS DATE 06 /26/2D24 PROJECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PROJECT NUMBER 23006343A SHEETTITILE UTILITY PLAN SHEET NUMBER C. I. 7of I. F m m I FEMA ELEVATION CERTIFICATE NOTE 1. O HMENFOFFlNL9NEOFLWILCONIPACTOR NFALT MENGIINMRO5E EURAnNISHEW 0.VPDXMECOMPLETE AND HAD MEHEM, PUSATERICORTE TOTNAAEAB: PROJECTSDE(PROPERTO pAE4:2.OJ AC 06TUSPH EMEk LM2 NG OUSTING IMPERNOUS AHEAD KM AC PROPOSEDIMPERNOMG MEAGRE d TAX PPRCEL1: 1.112 AC STORMWATRFS.MANAGEMEMPRACFCESENP) PRETREAT ME W: CATCH BASINS WTTH PIES ERMER M W EMM SMMMM MD OISSIPATOR SURFACE DETENTION POND. wELTMTCN POND RETAINING WALL NOTE: RETANING WALLTO BE DESIGNED BY A STRUCTJ m9\ GRADING LEGEND ---- PNGMRl UNE – – MNAGGWPROPERTYUNE —]S— PROPOSEDMMORWMOUR —TB— PROPOSED MINOR CONTOUR TL=]B 01 'Ban RHMOSED TOP OF CURB I BOTTOM OF CURD REMATON sl xNINWISLSR PROPOSED TOP OFWALLI GOTTEN OF WALL XT] PROPOSFASPOTGUWATW XEG=77.73 ESAlWG ELEVATION XHP=TTJ PROPOSED HIGH POINT ELEVATION •TG=]]]B PROPOGEOTOP OF GRATE ELEJATION -1_SY PROPOSEDMOPE n.lu�. unnrtw.e GRADING NOTES 1. RPERT. EROSION AND SEDIMEWCORMOL. FOR SECURED EROSION ANO SEDIMENT CONTROL .RES. 2. CONTRACTORSHM. BE RESPONESLE FOR ME MAINTENANCE PND REMOVAL OF TEMPWARY$WINE... CONTROLS. EROSION CONTROL MEASURES SHPIL NOT BE REMOVED BEFORE VEGETATION HAS OCCURRED COMPLETELY. L ALL SILT FENCE TO BE REPLACED MEHEMER THEY BECOMS=DOM OR INOPERARLEANO SHALL OE RFFLACED AT A NINIMU M M IG ERY S MORMS. N. THE COMUORM SHALL BE RESPONSIBLE FOR RESTORATION OF TOPSOIL TO All DISTURBED AREAS. IT IS ME CONIRACTOR5 REBF W SIBILITY TO MAINTAIN EROSION CONTROL MEASURES AT ALL TRIES. 5 SILT FENCE. JURE MESH.ANDAM EROSION CONTROL. OANKETS WILL BE USE00N STEEPSUOPESANO MEREMTR NELE55ARY To CONTRA. ERCEMON AN O SILTATION OF FX... DRAINAGE SYSTEMS AS ORDERED BY THE ENGINEER OR SPEOINEO ON PLANE. S. TIE CONTRACTOR SHALL DESIGNATE A MEMBER OF HISMER FIRM TO BE REAMNSIBIE TO MMOGR EROSION CON (EROSION LOWER -STRUCTURES, TREE PROTECTION M'0 PREMWATON THROUGHOUT DONSTEPROUON. ]. ALL pBNRBRD AREAS SHML BE PROTECTED FROM EROSION EITHER BY MULCH ORTEMPORNI SEEDING W (MINT DAYS M DISTURBANCE 8. 1 SHE GRADING MUST BE PERFORMED TO INSURE MOND DRVNAGE ACROSS THE EiPRE ARE, THROUGHOUT ME PENN OF CONSRRUCTON AND AFTER FR .CWRETON 9. EROSpN CONTROL. MEASURES W,LLBE IMPLEMENTED IN ALCOMFNCE PATH ME LINK ESOTAATMWMWTER M4NUPLM'D TIE CULT OFANCOMFR RECO IPEAEWS. 10. IN GFN HEAL. EAROMORK M D PAVEMENT CO NSTRANTON SHOULD BE PERFORMED IN ACCORDANCE LNM ME 11, gFMOVEpNt EMSTINGiCPSOLORGPNIC SOILS,UNSUNASLE FRL LEGETATIXN,TREESANOMFA OEIMERIWS UNDER. TO EYPWE ME SUBMACE 5014 MEE ROOTS SHOULD BE COMPLETELY REMOVED 12IX VATS TO THE DEPTH OF ME FROM. SUBORDER ELEVATION TO AI W FOR MARCGNNGeS AND ME PLACEMENT OF ME RECOMMENDED PAMEMENT SYSTEM 13. ON SEE FILL MATERIAL CAN BE USED IN ACCgN.CE SAM ME GEOTECHNICAL R MESTIGATON REPORT. IF ME SPECKED COM FACTION REQUIREMENTS . BE ACNIEMEO. IF ON SHE MATEGAI IS USED, E SHOULD BE CUM AND FREE OF RIDDEN EDI, ORGANICS. OR OTHER G MINIONS MATERMLS. 14. MENNALSUBGRME ARGUED BE THOROUGHLYPROOFRd1ED USING A LOITANDEA NFIE MUCK UNDER ME OBSERVATION OF GEOLECHNUAA AVEMER ENGINEER LC0.4E ON MELDING AAFK VAT NOT BE MECNINICNLYS MBEED SHOULD BE REMOULD D AREPLACE➢ VAIN ENGINEERED FILL OR AS DICTATED BY REIDLOWITONS. 15. THE AGGREGATE BASE SHOOLO BE CONTACTED TO ACHIEVE A MINIMUM OF 9 PERCENT OF MENUUMMUM MOOYIED PROCTOR DRY DOW TY. ME BnE AND SUDGRADE COMPACEEN SHOULD EXTEND A MINWOM OF 12 INCHESSEYOND MEPAMEDECGEORSACKOFCUR& 18. SEE IS LOCATED VAMIN ME BOLI OF ME LONER RUN RULER AM O. 17. MMUMM FIMSHCOSLOM SHALL BE 4:1 MAX SEQUENCE OF CONSTRUCTION NOTES: NOTE: MIST ISNOTINTENDMTODICTATEAMET MODMFIN$TOMEWJ CTOR ITISME SUGGESTED PROCESS FOR CONSTRUCTOR AC ATTES IN EAGER TO WNIMME ME MOUNT OF SOIL EROSIONTOMESREANOTOCOMFLYNTH ME REQUIREMENTS OF ME SOIL MOB AND SMIIMERATION CONTROL MUST.. AS PART OF ME PERMIT EMOTIONS, ME COWMCTOR WILL BE HEM TO MIS SCHEDULE AND TO ME EROSION AND SMI MEW CONTROL RMI. IF ME CONTMCTOR SEMM. THEY MAYMEND .2 SCHEDULE ANOM PLAN. BUT A REVTSEO MIUTTEN SEQUENCING SCHEDULEMGM BOIL ERP40N PLAN MUST BE SUBMITTED TO ME GTY OF ANDOVER PUBLIC WORN9 CEPARTMENU FORMUP PRIORTO OENATING TO MIS AGNI MAIDS MN. STIFF 1: PRIM TO ANY LAND OISNRBANCE ACEVNY, MEOIMER ANCOROPERATOR SHALL BE REQUIRED TO OBTAIN ASTORMNSATFNESG PERMIT STFP2: A FRECCWUNACTION MEETING IS REQUIRED PRORTO COMMENCING CMSTRUCRON STEP& INSTALLTEMMIRA4YSOILBIRDSIM CONTROL MEASURES AND MFFAAN0.5LAPE PROiECNW MEAUNI STEP 4: WSTALL CONSTRUCTION ME E WMHERE PROPOSED CONSTRUCTION ACCESS INLLTAKE PME STEPS ROUGH SPACING. STRIPPING AND STCCDT`LWG TOPSOIL ANSI VALL NOT BE FURTHER ..AM WNNGMECWRSEOFMNSTRUCRIMSHALLBEIMMEDWTELYSEEOMWRNMULCH. EXCESS MATERIEDOFO ERNER ALIDGANPREOIR.S / (LESS MQYMEORAWTNCS.IEVELEDWSESLT OISPDUEOOF OFFSREINAIFGALMANNER STOCYPILESSNLLLBETENMRIAILYSIABRPFD WITH BM1T STEP& INSTALLCCNCRETEWASHOUTARES. STEP T: UNDERGRWNDU OTES. EXCAVAMOMATERNLFORUIILMT SHNLERHERBESMCNPRED,L M ON SITE OR DISPOSED OF OFFSITE IN A LEGAL MANNER. s1EP8: WIIDINGCONSTNCTIW STEP 9: R&GRADING(1FARFASWTSIDEMEINKUENCEOFMRMMR NSTRULTONACRMTESSNLLLBE HN&GBADEDMDSTMILUDWN11PENMNEMSE MDMULCHAR OF3:IORGREATERSL6ES SX.VL BE COPIERS) MATH EROSION CONIRW BLANHET, RESTORE TOP EUI– STEP 10. PANW. SRP 11: RNALGRAOING(2Y ALLREMMNINGA4'ASSNMLBESUMOMOMUI WWMINTDAYSOF INACTMIY. KL DISTURBED MEAS, EXCEPT UNDER IMPEFMOOS MES APE TO BE DECOMPACIFD M IW DEPTH STEP12 TEMPORARY SOIL EROSION CONTROL MEASURES ME TO BE REIRMEO WHEN PERMANENT MEASURES N1E IN PLACE AND ME AREA M STABIUDM WTH EPA V EGETATR£ MONTH OR PERMANENT MULCH WVFR SIFP11 CIEANSEDWETOIM NOE OF DETEWON AND INALTRATCN PONDS AND PROPERMANENT SECOND AND EROSION [gN1RCl BLANKET. CONTINUE MAWIENANCE OF ALL PERMANENT EROSION AND SEDIMENT CONTROL ME OMB SHALL BE ME KEEPERS SIM OF ME ONMEL M UNTENANCE REGUMM IBBEIES SHNL BECOME A PMT OF ANY SALES OR EXCHANGE AGR EE MR ME LOUD ON NHICHME PERMWEM EROSION AND SEINEN CEMENT MEASURES ME LOGTM. Lo�R 1'�Ot SC.LLEBN Engineering & Design vrvw.colllersengineeringmm �£pya u. tunx���T'wueb � trwa'IOkPgtrwewemmwom Mab utral44� amnlffegY yidtp .M.U. M .mwU.YnMm. PROFESSIONAL SEAL PNGFESSIONAL IN CHARGE R. BLASEY PROJECT MANAGER J. SALINAS QOALITY CONTROL J. SALINAS J. oJMI OY MLLS D 06/20/2024 PROJECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PROJECT MEMBER 23066343A SHEET TITLE GRADING PLAN SHEET NUMBER C120 8 0f 18 z s ROUND ® EMTNGBMN —ST— EMOTING STORM UNE OEMSRNGMANNOIF n.lu�. unnrtw.e GRADING NOTES 1. RPERT. EROSION AND SEDIMEWCORMOL. FOR SECURED EROSION ANO SEDIMENT CONTROL .RES. 2. CONTRACTORSHM. BE RESPONESLE FOR ME MAINTENANCE PND REMOVAL OF TEMPWARY$WINE... CONTROLS. EROSION CONTROL MEASURES SHPIL NOT BE REMOVED BEFORE VEGETATION HAS OCCURRED COMPLETELY. L ALL SILT FENCE TO BE REPLACED MEHEMER THEY BECOMS=DOM OR INOPERARLEANO SHALL OE RFFLACED AT A NINIMU M M IG ERY S MORMS. N. THE COMUORM SHALL BE RESPONSIBLE FOR RESTORATION OF TOPSOIL TO All DISTURBED AREAS. IT IS ME CONIRACTOR5 REBF W SIBILITY TO MAINTAIN EROSION CONTROL MEASURES AT ALL TRIES. 5 SILT FENCE. JURE MESH.ANDAM EROSION CONTROL. OANKETS WILL BE USE00N STEEPSUOPESANO MEREMTR NELE55ARY To CONTRA. ERCEMON AN O SILTATION OF FX... DRAINAGE SYSTEMS AS ORDERED BY THE ENGINEER OR SPEOINEO ON PLANE. S. TIE CONTRACTOR SHALL DESIGNATE A MEMBER OF HISMER FIRM TO BE REAMNSIBIE TO MMOGR EROSION CON (EROSION LOWER -STRUCTURES, TREE PROTECTION M'0 PREMWATON THROUGHOUT DONSTEPROUON. ]. ALL pBNRBRD AREAS SHML BE PROTECTED FROM EROSION EITHER BY MULCH ORTEMPORNI SEEDING W (MINT DAYS M DISTURBANCE 8. 1 SHE GRADING MUST BE PERFORMED TO INSURE MOND DRVNAGE ACROSS THE EiPRE ARE, THROUGHOUT ME PENN OF CONSRRUCTON AND AFTER FR .CWRETON 9. EROSpN CONTROL. MEASURES W,LLBE IMPLEMENTED IN ALCOMFNCE PATH ME LINK ESOTAATMWMWTER M4NUPLM'D TIE CULT OFANCOMFR RECO IPEAEWS. 10. IN GFN HEAL. EAROMORK M D PAVEMENT CO NSTRANTON SHOULD BE PERFORMED IN ACCORDANCE LNM ME 11, gFMOVEpNt EMSTINGiCPSOLORGPNIC SOILS,UNSUNASLE FRL LEGETATIXN,TREESANOMFA OEIMERIWS UNDER. TO EYPWE ME SUBMACE 5014 MEE ROOTS SHOULD BE COMPLETELY REMOVED 12IX VATS TO THE DEPTH OF ME FROM. SUBORDER ELEVATION TO AI W FOR MARCGNNGeS AND ME PLACEMENT OF ME RECOMMENDED PAMEMENT SYSTEM 13. ON SEE FILL MATERIAL CAN BE USED IN ACCgN.CE SAM ME GEOTECHNICAL R MESTIGATON REPORT. IF ME SPECKED COM FACTION REQUIREMENTS . BE ACNIEMEO. IF ON SHE MATEGAI IS USED, E SHOULD BE CUM AND FREE OF RIDDEN EDI, ORGANICS. OR OTHER G MINIONS MATERMLS. 14. MENNALSUBGRME ARGUED BE THOROUGHLYPROOFRd1ED USING A LOITANDEA NFIE MUCK UNDER ME OBSERVATION OF GEOLECHNUAA AVEMER ENGINEER LC0.4E ON MELDING AAFK VAT NOT BE MECNINICNLYS MBEED SHOULD BE REMOULD D AREPLACE➢ VAIN ENGINEERED FILL OR AS DICTATED BY REIDLOWITONS. 15. THE AGGREGATE BASE SHOOLO BE CONTACTED TO ACHIEVE A MINIMUM OF 9 PERCENT OF MENUUMMUM MOOYIED PROCTOR DRY DOW TY. ME BnE AND SUDGRADE COMPACEEN SHOULD EXTEND A MINWOM OF 12 INCHESSEYOND MEPAMEDECGEORSACKOFCUR& 18. SEE IS LOCATED VAMIN ME BOLI OF ME LONER RUN RULER AM O. 17. MMUMM FIMSHCOSLOM SHALL BE 4:1 MAX SEQUENCE OF CONSTRUCTION NOTES: NOTE: MIST ISNOTINTENDMTODICTATEAMET MODMFIN$TOMEWJ CTOR ITISME SUGGESTED PROCESS FOR CONSTRUCTOR AC ATTES IN EAGER TO WNIMME ME MOUNT OF SOIL EROSIONTOMESREANOTOCOMFLYNTH ME REQUIREMENTS OF ME SOIL MOB AND SMIIMERATION CONTROL MUST.. AS PART OF ME PERMIT EMOTIONS, ME COWMCTOR WILL BE HEM TO MIS SCHEDULE AND TO ME EROSION AND SMI MEW CONTROL RMI. IF ME CONTMCTOR SEMM. THEY MAYMEND .2 SCHEDULE ANOM PLAN. BUT A REVTSEO MIUTTEN SEQUENCING SCHEDULEMGM BOIL ERP40N PLAN MUST BE SUBMITTED TO ME GTY OF ANDOVER PUBLIC WORN9 CEPARTMENU FORMUP PRIORTO OENATING TO MIS AGNI MAIDS MN. STIFF 1: PRIM TO ANY LAND OISNRBANCE ACEVNY, MEOIMER ANCOROPERATOR SHALL BE REQUIRED TO OBTAIN ASTORMNSATFNESG PERMIT STFP2: A FRECCWUNACTION MEETING IS REQUIRED PRORTO COMMENCING CMSTRUCRON STEP& INSTALLTEMMIRA4YSOILBIRDSIM CONTROL MEASURES AND MFFAAN0.5LAPE PROiECNW MEAUNI STEP 4: WSTALL CONSTRUCTION ME E WMHERE PROPOSED CONSTRUCTION ACCESS INLLTAKE PME STEPS ROUGH SPACING. STRIPPING AND STCCDT`LWG TOPSOIL ANSI VALL NOT BE FURTHER ..AM WNNGMECWRSEOFMNSTRUCRIMSHALLBEIMMEDWTELYSEEOMWRNMULCH. EXCESS MATERIEDOFO ERNER ALIDGANPREOIR.S / (LESS MQYMEORAWTNCS.IEVELEDWSESLT OISPDUEOOF OFFSREINAIFGALMANNER STOCYPILESSNLLLBETENMRIAILYSIABRPFD WITH BM1T STEP& INSTALLCCNCRETEWASHOUTARES. STEP T: UNDERGRWNDU OTES. EXCAVAMOMATERNLFORUIILMT SHNLERHERBESMCNPRED,L M ON SITE OR DISPOSED OF OFFSITE IN A LEGAL MANNER. s1EP8: WIIDINGCONSTNCTIW STEP 9: R&GRADING(1FARFASWTSIDEMEINKUENCEOFMRMMR NSTRULTONACRMTESSNLLLBE HN&GBADEDMDSTMILUDWN11PENMNEMSE MDMULCHAR OF3:IORGREATERSL6ES SX.VL BE COPIERS) MATH EROSION CONIRW BLANHET, RESTORE TOP EUI– STEP 10. PANW. SRP 11: RNALGRAOING(2Y ALLREMMNINGA4'ASSNMLBESUMOMOMUI WWMINTDAYSOF INACTMIY. KL DISTURBED MEAS, EXCEPT UNDER IMPEFMOOS MES APE TO BE DECOMPACIFD M IW DEPTH STEP12 TEMPORARY SOIL EROSION CONTROL MEASURES ME TO BE REIRMEO WHEN PERMANENT MEASURES N1E IN PLACE AND ME AREA M STABIUDM WTH EPA V EGETATR£ MONTH OR PERMANENT MULCH WVFR SIFP11 CIEANSEDWETOIM NOE OF DETEWON AND INALTRATCN PONDS AND PROPERMANENT SECOND AND EROSION [gN1RCl BLANKET. CONTINUE MAWIENANCE OF ALL PERMANENT EROSION AND SEDIMENT CONTROL ME OMB SHALL BE ME KEEPERS SIM OF ME ONMEL M UNTENANCE REGUMM IBBEIES SHNL BECOME A PMT OF ANY SALES OR EXCHANGE AGR EE MR ME LOUD ON NHICHME PERMWEM EROSION AND SEINEN CEMENT MEASURES ME LOGTM. Lo�R 1'�Ot SC.LLEBN Engineering & Design vrvw.colllersengineeringmm �£pya u. tunx���T'wueb � trwa'IOkPgtrwewemmwom Mab utral44� amnlffegY yidtp .M.U. M .mwU.YnMm. PROFESSIONAL SEAL PNGFESSIONAL IN CHARGE R. BLASEY PROJECT MANAGER J. SALINAS QOALITY CONTROL J. SALINAS J. oJMI OY MLLS D 06/20/2024 PROJECT NAME NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PROJECT MEMBER 23066343A SHEET TITLE GRADING PLAN SHEET NUMBER C120 8 0f 18 z s PLANT SCHEDULE CIRCLE K — SEED SCHEDULE'A' (WET DITCH) CODE CITY FIOTANICALNAME COMMON NAME MAT. AID. MAT. HT. INST. SIZE COND. REMARKS ADORE DECIDUOUS TREES O z LANDSCAPE NOTES: I. ALPLUI MUST Be TRALTIY. VIGDROME AND FREE OF PESTS MD OISEMFE 2 STANDARDS SET FORTH N SUN ICER STANDARD AOR NURSERY SIO]C, MIST. TRA MIEST CGRON1, REPRESENT GU OM. ME SPECIFMATBCNS MY AND SHALL CONSUME MINIMUM MALTY RE9UNG1'cM3 FORFVJITMATERNL S ALL RAMS MAST BE YNmV UNDER CLIMATE CMDOgHIS THAT E%TSL AT TNF PROJECI ARE AND DROWN ATA NURSERY AT THE SAME HARDNESS ZONE AS THE PROEM LOCATION, t. NO SUBSItNFANS SWll BE PERGAMD NRHOITFAVOR ANTI APPROVAL OF DAMSON REARESEMATNE L M.TREFSMUSTBESTP.MCMIFWM(ED, WAIRYRRIEZANDRALHEMED B THE CONTRACTOR RESPONSIBLE Pok EPlFI'I. All WANN11E5&NANI ON THESE .8 SEFDRE PRCMGIHFWOM T. ANYIMCREPANCY MITI WANTINE9, LOCATIONS MO I OR PI CdgR1ONS STURI BE SJMUGM TO TE ATTENTION OF THE OWNERS BEPRESENIAi1VE OR L DSCME/AdIECT MASA TO INMALIATION B. A9M.d A.L." AND PLANT. IN LAWN MEM RF COL.. ROUND NANDNWS B.VIK MACH. 'MM,, SHN KMEDAABN.OFONE(1)YE MRPMMLOEWMF0.5MI R514lleESCREENEOTO ENCLUDE FORRCLES VRGER RUN .1(I) Wd IN DIMETER, MATERAL SHALL BE COMM EOOF BART( A40 HAVE A LOIN WOOD CONTENT NTH NO ROD EN NODS FROM CONSTRUCT ON OBN1S PALLETS OR PRESSURE TREATED... AND BE FREE OF WEED, SEEDS, AND GREEN IFIF MATTER RSHRL BE NATURALLY DW(BRWM IN COLOR NO DYED MULCH WILLIE ACCEPTED IAAd OEPM WFULBE FOUR It) INDIES UNIFSS OTIER'NSE ONECTED. MULCH SHALL BE DISC ANCHORED. B. NiYR WNd MES.TIIPNSOR .MDEMO TESIMORTOFIN.LLALUFPT.WMWO EIMW COUNTRY PARHODMSPUREYMPSEA1 I1KALL ftDMNROSSiRSEPPFNCDIFICATORiDVAMMA1FRlLL CF1NESWF 5PEt1F5. 10. TRCONIP MISRESPWSIBIEFORFNLYWJ MNMCMLFLNNTMAIERUL4(M MING.B WT U URBO D WATERWG. SPPATMG. MULCHING. FERNLLBNG. AND REMOVAL OF SCARES AND MVS) AND LAWN MMNS AREA; LIMA FIACCEPTANCE BY THE OWNFA 11, ME CONTRACTOR SHALL OIMPURELY GUARANTEE ALL RMT MATERIAL FOR A PERIOD OF ONE (1) YEAR. WARNING W TRE DATE OF FINAL ACCEPTANCE. THE COWBMTOR MWL PRCMPRY NAME ALL RERACEMENTS BEFORE THE END OF THE GUARANTEE PERCO. U, ALL AREAS DISTURBED BY URUTT BATMATBN MO SITE 014DJUS AC , 3HAll RECEME MMOVM TORSOL TOA COMACFEO DPONOF FOUR (4) WdE3, UNLESS OTHERNISE SPECOUT) BY THE GOhIMING ANNICIPAIIYL BE RALE GRA➢EO. SEEMED. MULCHED AND WATERED UNTIL A HEALTHY STAND OFGRISS IS.=1 IS ALL TOPSOIL SHALL BE SCAFFMO LOM SURFACE Wk. FREE OF STONES AND. HAVE THE F I, AB UGM. O I NEMFMi ) MpiGMICfMNiENi CFb13Y N SOLUBLENTRANGIMPI" ORLESTA ) MMAUMSW.i3GFIWDPPIIR%5 U NA%IMVM CIAYCONFEMOF ISA% N, MCDNNACTORI5RE5PoN5IBLFFORP MMG,ATTVKF NSEACERTI WMLTEST .SCr ON SITE MO I OR IMPORTED TOPSOIL. TOPSOIL ANALYSIS TO INO-WE GE FO LCAANG DATA 11 FH FACTOR. 01 MECHANICAL ANALYSIS, INCLUDING 524E... RIONUINO SEF.TE SVD. SAT ARMOURY PERCENTAGES cl PERCENTAGEOF NCIENTBv wEOXI a) xVRRIEMLEVE13INCLUDING xIFNOGIXPMOSFNORWS AND POlA43IVN. 15. SHOULD TESTS AND NNLYSIB INDICATE THAT SGL PROPOSED FOR USE U DEM IDEM NAVY OF IxE MOSEREOUIRFNE ABYSIEMOFAI CMnNOMAYNEPRW MFMAPTIWN ANYMEM PROPOSEOSWLLLPR MFORMADd RAIOEOFp S]TOTBICUSM 11 COM &I I.LMEETRGIOLLOMNOMWIANONW WFHENI4 e) OflGMICCCN1EHi0FER%(dIY AEOI(I BA9151 L) LOOSE AND FBF9LF WIFN MOISTURE CONTENT OF ISDN% WT KFUR BASIS) [I PMRCLE WE SHALL. BE E M INCH II BBY PASSMp1 01SMUBLE SALTSONCFNTMMHN SIVY BE 4.D MMHDSCM(TMA MAL MUM N WRMGE IOFB GAS 17, PWRWG NIR FORE RTB SIAL BE COMPOSED OF I U PARTS MPRWEO IMPORTED OR CFGRE WREEK)TOFWLANDIURANITCOMPOST, 18. LOCATIONS OF UISIWG BURIED URLITIES SNONN ON THE PVN ARE BASED UPON BEST AVAII-AWE KDRAMION AND ME TO BE C W SI DENIED VROMMAM R SHALL BE THE RESPONSIBILITY OF TRE CONTRACTOR TO MERRY THE LOCATIONS OF ALL UN DERtlIaxD UTILITY UNFS A D IACEM TO THE MW L AFFIL TIE CONTRACTOR SI BE RESWNRR EFOR REFSORNS ANY AND ALL DAMAGETD UINBPs. SIRUCRHES AND SITEAPPMMEN. A. ETC.. wwd OMM M ARESVLLGF THE IANOSCAPE WSIAMIROM IB. THE CONTRACTOR E MWOf51BLE FOA INSTALLING ALL PILAR MATRVAL PER OETAJUS AMY DRMMTN5 FROM THE DETAIL MUST BE APPROVED BY THE DAMPING RFPRFSFMATn'EO LANTRAMEARDYIECT FROMN D.. M. SEESIIFETC-0IFOR VNOSCAPEOETAR3. 21 UPON MA,ACCEPTANCE OF THE LMOSC.APE PERMARDA TF£OMFR NLL ASSUME CE OFTHE WI:SCAPEDMEA4 C. ELs11M1TREFsro NEMAN SHAD BE PRODECTED BY BKO UMi A TEMPd FORE ATTHEOGIER 1IMRSOF1 11REFCAWJPY. b. A PERMANENT RNWTOI PERDU FOR ALL VMR ANO NAMING MEAS MMTNN TREFRdERN&IML REPRONOED M A DFMGNAUIM MITTEN. CWTR SfN3WLL FUBMSHCQNSIRUCU]N DR)MINGS OF COMPLETE IRRIGATOR BYETEM MULDING B V F NOT UNTIED TO M.G. SPIRIT HEAD AND IA -VE UYWT,ELECIROLLCONNECTON.COrtRd MOPoIM OF CONNECM)N FOR WATER FOR MPROJK PROYIOWSTALLATON. FANIRACIMSWLLCORDNAIETHEPIWOFCIXII TIONAND COGULDUMMENT OFIWTNNCOMROYSTEM SI& -1- BE MCUMCITUOR BYPoNGIORD N SUA MUOMMBRSESTEIPPJWMN SYSTEM BYRAW YSTEM MAL NO SUBSTIIRIOR$ ALL REWCAAEBBMJTIM DEMBY ER T PROPERTY UREMBRONARY K AND MSOfAC IgURIN PRWIDEOFOR ALL DAMERNRPOUMR ACAS RMMFENTIE RbPQRIYUNENMDlAR3 Of NOW(WRN6TEF4R10JOF ESTABLmflR.Xi. SOD (GENERAL LAWN AREAS) SW SHALL BE A BLEND OFTURFGPAM SPECIES SURABIE TO THE PROTECT LOCATION AND LOCALLY AVMIADc LANDSCAPE LEGEND: }O SHAceFWWMJFMKIEM.FAOREFNTPF£ O BINUBIOUNAMEMALGR/9S DAIlRC11FDPVMINGBEO AAFA SOD UWH SCGWIR UNE wI o �Y wFr 1 .mfCF1EBW .L O Engineering & Design wxx.m111erswgNe¢ringtom yNe NM OWnlapaUn eeyewrnf bsM �y4�aaw.MnMnrmrmaa M sal �T axmA� nNNrnNuy OM ANWM D11. DS'1NAM MORESNOTY COMMENTS PROFESSIONALSEGL M' air wN�A`Ew h ad++w wY T PYOPeLMONIM IN CHANCE R. OLASEY PROJECT MANAGER J. SALIMS vUAUTYWARINJL A PANT. NLA am" YY R. CASTELO v0m 05/21(2024 PROJECT MINE NTI - ANDOVER NEC BUNKER LAKE BLVD & 7th AVE W ANDOVER, MN 55304 NORTHERN BU PWIMTYVMYFA 2300N343A SHEETTIRE LANDSCAPE PLAN SHEET NU MILER C130 9 of 18 S' F z V F 7 c .Ffor Bpu.. arloom AJu. Fmnl Mbmmo n mmol .,root BN..mwR x!sca..mw,amoAxr Bumps¢ eblaTla 6umPo[.36 FMNW, a .RemvetfimWyYrmya Pon TI'cors caro R2S,pp Nrs.,1M .1.1; WTxey.FrtM.Noy. Tt'Fa12]S.Mmv'nun,XUORkt Not— •Adua1 IroWN cramp angle may be less Nan sbpm. Cud, N CUN Nming radius talMabE for 9.W irc aN Bannl6m¢: Turning Performance Analysis +211112023 B14 0,= en @sal¢: Cuanbm Pass4A10 KvgpinblGq{rnmtrhanaW. Oeea[Imenl: M.farer Fuehpalmml Baty: Fumz[.Wq.Num:num.xM Gen ar:<Inm.mawrsrr lv.mammew..lmmaw9w. Treaavnem wmam. w. mat. enaz4. a"lay mxtaxamnmauE. ._ •Imkt C[amP M94: es' Wnal BumFn Wnal M,Toos, start. _ Wm rtr.e abnln. BW bcn r�mwaFx.• T,,..IRam. 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W a: E S 40 0 40 1� SCALE :1" = 40' SELECT LINEAR UNIT OF MEASURE Engineering & Design w calllersengineering.com Fannerly Knom as FAr "'o CTYOURSELf .0 .www°o. «�eazce" ywI .d-Xs�.c9 yyy: y srAEn(aUIPFOfIIEnuMa', SITE PLAN FOR HOLIDAY STATION STORE, LLC NTI-ANDOVER NEC BUNKER LAKE BLVD & 7TH AVE W ANDOVER MINNESOTA /�jy�� 3Cxa P[ru sul[c 163 san MlmlRl%]9231 Engineering II awne xla.9M.&M &Design rv.0 ePaNv%. u FIRE TRUCK TURN EXHIBIT 1 OF 1 I 1 W " E S 40 0 40 I SCALE: I" = 40' SELECT LINEAR UNIT OF MEASURE Engineering & Design w Oolllemengiueetlng.com KnM:ox:a tu.n:ti+:a^[tauwx a4¢:earcf. rgtmq n1 nZe klpe'luatiax 4'mewahxbu::vyt/bwV'Rt Ro ¢:tatarYany�w %:pvi�^ir. SSrrS hYYRJa e6H :�A"v/[Pn uR'. shuCeegmxreswexMAM�P}m�plhp .."BOB- I.,.. E NO,.. Ean ' , rN�PF4�H WNM1i NGRiO ax I.WS1rtK[ Dyy�$fAiREUFIRE0n1ENVMBEl M fOPSC4R SGEOFlC OIRERiXONENUMB EfS Z uN N4TONHO VFWI nen Pa:a P: ay. 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W N�gQON�BID]( -1 E>W� �IN�TkF6LNf ELNIOa �l1.FF� Q% 61.NIOiYA'lliCi'SIOIEBIVFF MATERIAL LEGEND YtC •1'd Colliers Engineering & Design rArw.cmnars.n&meaNnbwm vuryMgY Mauwtigm S�amlgr.Yu.lsylwvAVYT rmm rb,o -E BERGMANN MORESSMIMSEAL PROFESSIONALOER9FICATION Ilm.b'unhwl xe Wa.W� IIm alaawrv=6�xiun.m�,y tV I;u�+oa acwma w.r w mn. a w 531001MInnBSab SynaWn: Ty .Pfl. N. Oa¢: Iicmw NumM: PERMIT SET 07/102024 REVISIONS SUE ORTE PROJECT MANAGER A SIGNOR WU IWOONMOL J. MASON DRAWN BY D.KLINGER PROTECT NAME CIRCLE K STORES, INC. ANDOVER,MN BUNKER LAKE BLVD & TTH AVE W ANDOVER MN 55304 PROTOCYCLE#R3.4.1 OIROLEKSTORESING. PROJECTNUMBER 230063438 COLORED EXTERIOR ELEVATIONS A7 1 TRASH ENCLOSURE (FRONT) 111 1?=ra TRASH ENCLOSURE (REAR) 121 I/2•=ra TRASH ENCLOSURE (SIDE) 131 1a =IW EtD.SMINlF5551EEL ESIfTx( VL09e lJ l DDILN MATERIAL LM .v •r.v Colliers Engineering & Design w colllemenglne dn&cam Imrcer �ruunb NeNwmra� a �eaw we v.ree4 m me>.m. m� dwc. suprvbM eM IM1Y I w . Mh L�rnoMNNLt1 W V Ne Nva IXW Sye.tvc Typ 4P e]Nmc DIXr U— N.. PERMITSET 0711012D24 REVISIONS MME DATE PROJECT GER A SIGNOR auA CONTROL J. MABON DRAWN BY D. KLINGER PROJECT NAME CIRCLE K STORES, INC. ANDOVER, MN BUNKER LAKE BLVD & 7TH AVE W ANDOVER, MN 55304 PROTOCYCLE*R3.4.1 CIRCLEKSTORESINC PROJECTNUMBER: 230085438 COLORED TRASH ENCLOSURE ELEVATIONS A2.2 [uFA9or e.orAwA r IN i i 'SIDE' ELEVATION V SULE I/8• I'-0' 'SIDE' ELEVATION 'FRONT' ELEVATION -REAR' ELEVATION I SWL t/4' • t'-0' FINISH SCHEDULE EIGHNI,ffd. AOA PNfl'IIXCOR t CQu,NRA6EWEEA WNMP 1 SIFHEOLLWWRXPAM RxiSx A PW eQENm.axBn 5 RIB R/IP 6 NRRWIYIIIMNR0 S4NU#A NPNUTE PE0.Wit fE6ML0d1 A OAQENRDIMSA 0 tlGtENIWNE C fJtl1ENOBN6E IPI15111 0 SERM11W1LMf-SMtl6-BUYS NVBOA E P.0 BWNQNEMINUOUY f PJ190165191 WIAMYMIF 1pa LobSYoavwmess eim:wam b4iuWwMJneY WY fy tlW Mn,:M b:mlxN:nopn 2 In bvn aM: m PetriMN q:9++nw Colliers Engineering & Design wxwmNlanWlpneMYprnm PROFESSIONAL CERTIFICATION il:vmEruNNlnu mupen.eP �kkaa e.KY e�pmmo: em uw i vo.ny LkanN AYgtiletl utleY tl:l lfN W tly ele4 d 4rve+oN $ipWne Tpad . Narry' peb LeweNumCx. PERMIT SET 07/1012074 REVISIONS MUE GATE PROJECT MANAGER A. SIGNOR QUALITY CONTROL J. MASON DRAWN BY R. MCCLAIN HOUDAY C STORES & M. MI HOLIDAY STATIONSTORES, LLC ANDOVER, MN BUNKER LAKE BLVD & ITN AVE CIRCLENSTOREINC. PROJECTNOMBER:l FUELCANOPY ELEVATIONS (I)S081 A2.2 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: FROM: SUBJECT: DATE: Mayor and Council Members David Berkowitz, Director of Public Works/City Engineer/Interim City Administrator Administrator's Report - Administration Novemberl9, 2024 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 items of interest: 1. City Deaprtement Activities 2. Update on Development/CIP Projects 3. Meering reminders Upon receipt of a 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. Respectfully submitted, David Berkowitz, P.E.